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065-410-013
13 A. P. MR. & MRS. WERNER E. SCHOPFER, Sr. 125 Jack Pine - Way, Ma.gal.ia.............. . CONTR: H. Milto Moore, �Ma.galia Permit 57-73P,E la i3 — (utilities formIbile home) A.P. S S �"%I ,,'`;:• W. E. SCHOPFLER, Sr. 125 Jack Pine Way, Magalia CONTR: Jesa Wells, aradise Permit 1425-73B itIa�7J (garage) E-- A.P. { WERNER SCHOPFER - 125 Jack Pine Way, MagaliaTstsp CONTR: Mobile Home Specia Para. Permit 1615-73B _(deck with alum. awnings for mobile home 065-410-013 03-1322 ROTHEY,LARRY INA E , 14997 JACKPINE, MAGALIA Cont: SKYCREST ENTERPRISES NEW MH PERM FND EX SITE yP car► S i.n �� le- { % t P f RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 IIII !!I il! ! IlII I NII !I ! I! II! I !1111 2�Q1�—i0�455�� Recorded 1 NEC VEE 10.00 Official Records I CI?P.iE:3 , 50 County Cif 1 BUii:. I CANDACE J. &RCIBBS 1 ;de -order I ROSEtIARY DICKSON I :Issistant I ;Ilyce 01:30PM I1. -Jul -2003 I" Pape I of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. LARRY ROTHEY REAL PROPERTY OWNER/LESSOR 14997 JACK PINE WAY MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY. COUNTY STATE ZIP 03-1322 530 538-7541 BUILD NQ. TELEPHONE NUMBER /PERMIT 1 IZ� S ATURE OF LOCAL AGENCY OFFICIAL DATE SKYCREST ENTERPRISES DEALER NAME (if not a dealer sale, write "NONE") 91265 DEALER LICENSE N0. SKYLINE HOMES INC 2003 WOODFIELD / P239 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER 17 -70 -0619 -R -AB 56'X 26' ULI 546204/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP # 065-410-013 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. Legal Description APN # 065-410-013 14997 Jack Pine Magalia, Ca 95954 The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: Lot 107, as shown on that certain map entitled, "Paradise Pines Unit No. 3", which Map was recorded in the office of the Recorder of the County of Butte, State of California, on June 17, 1970 in Book 35 of Maps, at pages 78,79,80,8 1, and 82. EXCEPTIN THEREFROM all of the valuable minerals beneath the surface of the laid lands with the right to mine and extract said minerals, it being agreed and understood that in all mining operations the surface of said lands will be protected against damage and that all mining shall be carried on from tunnels. Shafts of drifts having their orifices outside of the surface area of the above described realty, all as excepted and reserved in the deed from Magalia Mining Company, a corporation to E.D. Storts, at UX, recorded September 4, 1947 in Book 423 of Butte County official records, at page 385. I BUILDING PERMIT NUMBER: 03-1322 Address or location of unit: 14997 JACK PINE WAY,* MAGALIA CA 95954 Legal Description of Real Property: AP# 065-410-013 SEE ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system, pursuant to Health and Safety Code Section 18551. .Owner's name: , LARRY ROTHEY. Owner's address: 14997 JACK PINE WAY, MAGALIA CA 95954 INSIGNIA OR HUD NUMBER: ULI 54620A/6 M SERIAL NUMBER OR V.I.N.: 17-70-0619-R-A/B MANUFACTURER'S NAME: SKYLINE HOMES INC YEAR: 2003 OFFICIAL APPROVING INSTALLATION: DATE: 'MO -03 PHONE: (530) 538-7541 , H.C.D. 513C 05/07/2003 06:45 5303429174 CHICO BLDG SYSTEMS PAGE 02 1 yDit OF' STATE OF''MIFORNIX NUMBER'' BUSINESS, TRANSPORTATION AND HOUSING AGENCY . DEPARTMENT OF MOUSING AMD COIi11AlI(dITY DEVELOPMENT Q,7 0 0 Q 3 5 e OIVISIOW OP At CODES �10 STANDARDS v v MANUFACTURSO MOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN.''. ORRIIHAL'( m) FORWARD TOMM INVENTORY CREDITOR: UNLEGIII "RE -IS MON@, THEN FORWARD TO TWE-PURCMASER (DEALER OR TRANSFEREE). OOr (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1020, SACRAMENTO. CA 85612.1$29, WITHrH FIVE (5) DAYS OF RELEASE. • COPY 2 (YELLOW) DELVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY (OMOENROD) TO BE RETAINED BY THE MANUFACTURER. MCD eBJ.[ $l0 1.(7197) ❑CME CK IF THIS.IR,A DUPLICATE MCO -ENTER ORIGINAL MCO N0. MANUFACTURED HOME OR MULTI -UNIT MANUFACTU FD HOUSING NUMBER OF �� [nFD (SINGLE•FAMILY DWELLING). ❑ MIJMH (MULTI -UNIT MANUFACTURED, HOUSING TRANSPORTABLE SECTIONS 2 sQbdMgRCIAL COACH:. .. OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: SKYLINE HOMES INC 90002 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE_ x117720 EAST BLAMER STREET WOODLAND CA smla 95776 zl $ 71,307.75 MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: OAT15 OF MANUFACTURE: WOODFIELD P239—CT 4/30/2003 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF; DEALER NUMBER OR DATE OF TRANSFER: TRANSFEREE DESIGNATION: SKYCRlST ENTERPRISES/C06SIN GARY'S HOMES" 912fi5 S/SJZ003' DEALER OR TRANSFEREE ADDRESS: 513468 HWY 99 CK 0 CA state 95973 1zl INVENTORY CREDITOR NAME: TEMON FINANCIAL' CORP INVENTORY CREDITOR ADDRESS: slfeOe XENIA- AVE', SOUTH - SUITE- - 300- - EN VALLEY ie► '55416 • • zt SECTION 1a MANUFACTURER SERIAL NUMBER. NCD. INSIGNIA OR HUD LABEL NUMBER LENGTH INCHES WIDTH INCHES)(POUNDS) WEIGHT 1 17-70-0619—R—B ULI 546.204. 672 L5.6 22.765 2 17-70-06.19—R—A ULI 546206 672 156 24.045 TRANSPORTER NAME: D 4 R TRANSPORT TRANSPORTER ADDRESS; ' P.O. Box 179 DURHAM CA 95938, (Streel) Some) (Ztp) OESTIMAY16N FOR UNIT DESCRIBED ABOVE: (NAME) COUSIN CARY I S HOMES 6,,,e1 13468 kFWY 99 C4) CHICO CA 6,a,a 95973 T I aenay .Hart P-afy of Pw),ty vraer Vur woo of tro surto of Cotilomm L%m 9» acme rem we uw o,A camcs. E1<aouteacn 5/5/2003 at WOODLAND YOLO_ bate ( ► CA SIOMATUREOF UTHORIZEDAGENT: '�• ' ORRIIHAL'( m) FORWARD TOMM INVENTORY CREDITOR: UNLEGIII "RE -IS MON@, THEN FORWARD TO TWE-PURCMASER (DEALER OR TRANSFEREE). OOr (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1020, SACRAMENTO. CA 85612.1$29, WITHrH FIVE (5) DAYS OF RELEASE. • COPY 2 (YELLOW) DELVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY (OMOENROD) TO BE RETAINED BY THE MANUFACTURER. MCD eBJ.[ $l0 1.(7197) f STATE'OF:CAL-IFORNIA DEPARTMENT OF HOUSING= --°.AND : C.ONMl1N.ITY OEYELOpMENT DIVISION OF CODE ,S'.:ANO='STAWARDS REGISTRATION AND TITLING SECTION STATEMENT OFIACTS ii -s unit is.'.a: ED Commercial Coach Floating Home Truck Camper DMobilehome !cal (License) No.(s) Trade Name Serial No.(s) /We, the undersigned, hereby state that the unit described above: M d,y b e P kc, e -d o n cL, p e r rna.n a cn.+ 0 urd"i0+ti affiant further agrees to indemnify and save. harmless the Director of Housing and Community !evelopment. State, of•.California, and subse.que:nt,purchasers of said unit, for any loss they iay suffer resultin'g' from registration of the above-described unit in California, or from ssuance of a California certificate of title covering the same. /We certify under��penalty of perj-ury that the foregoing is true and correct. :xecuted on at ;4 e: - (City F (State) Signature of each ffiant F � Ad ,res�Q,_ City HCO 476.6 (Rev 11/86) Printed name of each affiant (I `n :. c V 4me. i eS 0 State 05/01/03 09:16 BIDWELL TITLE 4 5303438496 NO.895 P002 ■ '� UI-VJ01C r 0061a r 099011011/0 RFOUE°Te0 1110 91 DMI TITLE. d I-1 IA1570-TKk AND WHa11 0[COROEO MAIL TO r � Hr"" Utrry Rnthov °n" 14997 Jack pine •aamr en. 11`169alia, Ca. 95954 'I star. MAIL TAI 9TATEMEMr$ TO r � 91-043618 Recorded Official Records County tai Ree Foo 7.00 STF 1.00 DOC 44.00 Check 32.00 Nrnn Butto I SAME AS AROVF Candace J. Grubbs t 9b"I. Recorder I cera 9:00am 16 -Oct -91 1 CD 2 aw. L f -- �1 SPACE ABOVE THIS UNE FOR RECORDER'S UISE AP 065-40-013 Individual Grant Deed THIS FOnM FURNISHED BY 0110WELL TITLE i ESCROW COMPANY The undersigned grantor(s) declare(s): Documentary transfer tax is s _ 41.0() ( Al computed on full velttc of property conveyed, or i ) compuv:d On N:11 Value less Vaiue of liens and encumbrances Temalninp it time of stle, ( Unincorporated area:( ) City of , and FOR A VALUABLE. CONSIDERATION, :eccipt of which is hereby acknowledged, ROBERT E. SEGER ASD lr1NA SF:4FR. hudbanit mod wife and-1E..Fr S. SF.GF.R A%n n.ar'v D. SEVER. husband and wife :111 as Jnint TeriAntlf heveby GRANT(S) to I.-ARRY ROTHEY, a single man the following described real property in the County of Pitt to , State of California: SEE THE ATTACKII SCHEDULE 'C' Dated: Att i.Aw.• 7 1 an' i�. G✓{ L4'i 4~ n� i.L - RM'kr1 F. &foe_' STATE OF CALIF WIA s COURTY0 -_��1�1d.(r. �5a. t .:SP �r Ota %erore nte, the vlldemaned. ° NOUry Yobllr 1n and Io; :,.d Sule,� A • ^ prteonatl1 aPPeared 940-Ec - _ �fb ,1ppy- tCL1 4e i 44 Awn D, neger Ite—ROY hrrottm 10 rie OF Proved to me OR rhe baric of Iv.rdeetory erwenee to be the PeRGA& Whom name is tuwaMWdthe Within inarurrtene and tt#novviere rA .►. F CtT1I�AL WIMMOW�1TT►°C r land arul ollrr.el serf. , 1+ t lbwp It11t114b4 dtr S t, -, al tbaltl eta Fi �. Ttq • !Thu trey lot Orris4t rr-srid :r�R rear 44 omas wap tr°a � MAIL TAX STATEMENTS AS 05/01/03 09:17 BIDWELL TITLE 4 5303438496 91-43616 NO.895 P003 J, Order No, 3-154570 SCIIEDUL6 C Th® 1ARd PdfSfr@d to hurdin id dedeFibed 6A follewe! All that certain real property Qituate in the County of putty, Stets of California, described as follows: Lot 107, as shown on that certain map entitled, "PARADISE PINES UNIT N0, 3", which Map was recorded in the Office of the "PARADISE order of the County of Butte. state of California, on June 17, 1970 in Book 35 of Mepa, et pages 7B, 79, 80, 81 end 82. EXCEPTING THEREFROM all of the valuable minerale banes'.;- the surface of the said land9 with the right to mine and extract said mine.el8, it being agreed and understooA that in all mining operations ttio r�urfoco nF said 1811418 will be protected against damage and that ell mining shall be carried on from tunnels. Shafts or drifts having their orifices outside of tca surface area of the above described realty, all ei ecQ2 out and reserved in ux0 reed from'Mogelia Mlning Company, a Corporation, to �. D. Stone, et recorded at ate 385. 4, 1947 in Book 423 vF Dutte County official Records, at pegc 385. AP No. 065-410-013 Camp. a. END CW OCL' mEmr .. . ..... ... .. NOTES I RESIDENTIAL 065-41_0-613 03-132 PE IT NO. i ROTHEY, LARRY I 1 4997 JACKPINE, MAGALIA Cont: SKYCREST ENTERPRISES NEW MH PERM FND EX SITE aI THE E HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS -BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH S) INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY — SRA — FLOOD CERTIFICATE REQ. — FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address II GAS Meter B"f-,F Date3. 1-0-03 1 I LEe CT I I Meter Date 2L eer By �OO -7,JOB FINALED (Date) Signature J=OK 0 = Mot OK . NotReadyabte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water cation -Test -Easement Needed (Sketch) 5. EI ricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors Gas; Location- est -Wrap;-/ /" L 'ft. / P Nat. o - /" L "ft./ P LPG 7. Well Clearance & Disconne t 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 6. Water; MH Test -Regulator -Connector bz 6 7.9,,03 e2.6� co'LA a,s' 5- ; I,✓tf 5Cv-t�e- j 1_ `- 70 - 0�cq MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 1. Zoning Requirements -Setbacks -Easements Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Footings; Size -Spacing -Marriage Line Carports; Windows -Doors 3. Gas; MH Test -Demand -Valve -Connector Electric 4. Electricity; MH Test -Crossovers -Breakers -Clearances Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Drain; MH Test -Fall -Flex Connector Siding; Nailing -Veneer -Stucco -Mesh 6. Water; MH Test -Regulator -Connector Roof; Shthg-Roofing 7. Water and Sewer Connected -C/O to Grade -HD Approval Ext.; Steps -Doors -Landings 8. Gas and Electricity Tagged Braced Wall Panels 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card Pf Date Card B-1 Date PER NENT END SYSTEM (ONLY) Z ning Requirements -Setbacks -Easements t' s; Size -Spacing -Marriage Line - e cking G , H Test -Demand -Valve 1 tricit ; MH Test r; M H Test r and Sewer Connected _ . Wand Electricity Tagged UoO'Exits License Decals erify #'s with Office Date . Date . W, 03 Card B -1,-,V _ Date Card B-1 Card B-1 Date Card B-1 bz 6 7.9,,03 e2.6� co'LA a,s' 5- ; I,✓tf 5Cv-t�e- j 1_ `- 70 - 0�cq MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. • Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date .. Card B-1 Date Card B-1 J=OK 0 = NotOK - =Not Applicable Applicable . = Not Ready Card B-1 Date Card B-1 RESIDENTIAL (% Date UNDERFLOOR (Plans) OK except #'s PLUMBING (Permit) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope '2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 19. D.W.V.; Test Fittings & Anchor -Nail Protection 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 22. Gas Pipe; Sixe & Anchors 1(5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 6a. Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped 24. Fixture & Transformer Clearance -Ins. Protection 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 27. Romex Installed Close to Edge of Studs & C.J. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 12. Electric Underground 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 35. Smoke Detector 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing _ 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 47. Hangers -Post Caps-Anchors-Connectoro 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. &Dimensions 52. Garage Fire Protection Framing -RC Channel . 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air-Conneotor- In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. _ 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter, 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor. . O Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes U No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection k 91. Corrections from Previous Inspections , 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ...... COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-275.1 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and -should be corrected. Please. notice this office when correction of work Is completed. If you have any questions pertaining to this matter, or need additional explanation, please c hi fice immediately. :A Date :2 / ' Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541y� , I (Rev. 12/96) APPLICATION AND PERMIT l/ ASSESSOR PARC U��� BEA -4]'0-013 ZONING BUILDING PERMIT OWNER Rcth'e . Larry II73-4978 . TELEPHONE SO. FT. OCC. BUILDING VALUATION 1456 R 79 164.00 . OWNERS MAIUNG ADDRESS 14997 Jack Pine Way, Ma?alia CA, CONTRACTOR'S NAME Sk crest Enter -rises 342 TELEPHONE 2694 CONTRACTORS 134 s RHS 6 99 E Chico CA (%(&# CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $79.164.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee 549.50/2 $ 274.75 ARCHITECT OR ENGIN? MJ01 , DRESS yl Plan Checking Fee $ 2-1.00 BUILDING ADDRESS y-$#(& Jack Pine Way Energy Plan Checking Fee $ $ PERMIT FEE $317.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 .00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: New MH PERM Fdn ex site Gas piping syste!2 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Feel 20.00 Main Service Y00A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f I force and effect. q License Class Lic. No. OO �o�! �� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWa UJNG OCCUP. OR ADONS. Acc. BLDs. So 3.50F NON c.0 N, MULTH' .OUTLET @7.50 FOWER APPARATUS a SINGLE OUTLET CIR. E(, OCCU OUTLET OR FIXTURES .00 �@ 0 1 00 FOXED APPLNS. OR Ex. Occup. OUTLETS RESID. 0. E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 T ' PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' �r p,�ensation insurance carrier and policy number are: Carrier /�7C 4,34 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ,:0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensatipp provisions of section 3700 of the Labor Code, I shall forthwith comply with ose provisions. _ X Date Si re of Applicant - ❑ 0 er ❑ Contractor ❑ Ageml SHA permit is required for excavations over 5'0" deep and demolition or construction o structures over 3 stories in height. 1 Receipt No. 7 �c WHITE-D.D.S.-B.D. CA ARY-ASSES R PINK -INSPECTOR GOLDENROD -APPLICANT MECHANICAL PERMIT Filing Fee 20.00 Heating r Cooling1 Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee s Energy Inspection Fee s occ CONST. TYPE TOT �L FEE $ 425 5 HAZ. p, FEES FLOOD CDF CEL __ HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work have been paid. indicated above for w7rL%,S/Jat(e By �y� IT EXPIRES ON ate COUNTY OF BUTTE-* DEPARTMENT. OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone. 30) 538-7541 PERMIT No `�`a '�6' APPLICATION AND�P�R'MFT _ 0 _�5Z. ' ac c,tZCOav 20WN0 BUILDING PERMIT � Qmap"owe ASO' 0 BUILDING VALUATION SKYCREST ENTERPRISES T"342 0, M „ 342-2694 ,,,,,C,o„LE„o� /OCA 9 973 _ u�oors vNuo .00pesa _ .. Fireplace _ �OTOAE"01N� Total Valuation b uce.ue NO. O rwtaq� Fllin Fee 5 20.00 Permit Foe 5 7 B"`o"o. OPZU - ' - — Plan Checkln Fee 15 y��- I00 (mom'' -'�y Ener Plan Checkin Fee b IS �oTw. sueaveowywy,� rPERMIT FEE7$ 3 w+cet wv PLUMBING PERMIT Fling Fee 20.00 USEOF TRUCTURE Each Tr a TI 7.00 SF O Duplex O Mobllshome � Solar or heat Pump water heater I 23.00 Other----��_ Water I In —T' ! 5.00` evecw ; f�_ TYPE OF WORK Each gas water hea or or vent 15.00 New O addition O Remodel O Udh" O' Gas I In stem 1 . 5 outlets 15.00 etaUatbn Other p Bulbiln sewer 1 1 5.00 / f Describe Work: �i� Mobile Home S G W r 1l , ,n _Q r I X20.00 01, C=' y, PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service on uestte aoo� on st ! I 23.00; Main Service sow to I—A 48.00 kew OR �ODN8. aveu.r.,o OCCUr. j +.cc. bwe. 3.5ccTo'- No"esto.' . eutrwvntr Q7.50 cower 1➢rAq,,TW r / / Ex. Occu P. otrnrr o" wrtvnrs I ac ®'.� *PERMIT $ 7 "7 BAL .3 Ex. occu race+vvtHe. ort e. 5.00 Temporary Service 23.00, SRA $ ' Moblle Home Facilities 20.001 fvUsc. Wirin r 23.00 SHERIFF $ ; PERMIT FEE , $ MECHANICAL PERMIT Flling Fee 20.00 OTHER $ He6tl" Coolln i Hood 8.50 $ Ventllation i PERMIT FEE . i $ Mobile Home Installatlon'Fee 5 Enar Inapectlon Fee S AMOUNT .RECEIVED `$ OoNST. "°`c./,A �-- . TOTAL FEE S re tur n.000 Wr vAACrl 00 w aur C This per Is hereby Issued under the applicablep rovisions *RECEIPT NUMBER i of the Butte County.Code and/or Resolutions todo work Indicated above for which fees have been paid *TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON �I /A COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER I �- W-1 Proposed Building Use: �J C Counter Technician:Date: 5-11103 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. - Plot plans, 3 or 4 sets, signed,4y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the }ireparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 33. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. y (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. indexed and returned to the plan review line-up when required items are received. Date Received Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................:.. Detached Accessory Building Fort filled out by the owner ..................................... Hazardous Material Form............................................................................... _ Other t r The permit will be 1-0 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14.4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 6 3 15 Statement of Intent for Non -heated and A/C Buildings .......................................... 6. San' ation and plot plan approval from the Environmental Health Department in S— 19.03 1044 17. Pify of Chico Plumbing permit................................................................I....... ❑ IV California Department of Forestrylan approval ❑ paid. Sent. by: ...................... r 9. Planning approval for (A) Use: C> (B)Parking: (C) Parcel Check: . ,,❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from -the Public Works Dept. (construction approval prior to occu ancy). Pre -Inspection for 1"1'1 hI �C�Q I required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. rant Deed,IPM.H. Title/Statement of Facts, ❑ Letter from Legal Owner.-RWheck to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. f' I have bee�►-in.fOrmed of the above 'terns and requirements for obtaining a building permit. Applicant:(\_�/jc,� �Cc� GC Date: ��� 1. Index-Termit application for the above items numbered: I Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division TO=:� FROM: SUBJECT: Building Department Environmental .Health Sanitation Clearance E.H. USE ONLY Plot Pian AttecMd Flow Man Atuchad Sent to B.D. wner Location AP# Plan Approved for: Sewage Disposal ,4_ Water Supply: Publics Private Well Clearance for I dwelling. Other XIP u) off-- A P rL, r9 �ii Ile /;3� vn.2 Hold final for: Final clearance O.K. for: NOTE: ce 43 Date J k BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) �QfL� �yt,�.�. School District Building Department No. A.P. Number ®� �,�g �� Jurisdiction: City County Property Owner ,, — . Location/Address l % llkProperty Q Q lam./ Subdivision Lot No. Residential Development ................................................................................................................... Sq. Footage I y 5 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection):��� Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date moor rianls reev"i'e�wea oy acnooi uistnct rersonneq Disict Identification No.Vl J ��� School District certifies that (Applicant) 7� - sy (Street Address) (Phone Number) (City)— has complied with the requirements of Resolution No. representing ( J�' square feet. School District Representative %J Paid by Check # Remarks: (State) I (Zip Code) ��,'4 <4� by Payment of $ AB 2926 $ FULL MITIGATION $ M Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building,"department), Pink (school district) feeform.xis (10/98)dmm , PRE -INSPECTION REPORT OWNER ) D I e% rr c f DATE: LOCATION: �yI q7 Tac% Gyt.P A. P. CONrR.ACTOP, SeYeArSr �Nr. PRE-irrsPEnorrnp /4�y /��i5'� P,�j 'i /Y�• DATE TO INSPECTOR: _5--z;-03 PERMU MSTORY:( ) NONE ZONING: 9x.. S/ OAS BUMJ)l iG INSP9CTOR'S REPORT Banding Description: ' ResideatiW9 Electric: Gas: cm=kdy O=Jpied AbandonaWacaat Yes No Condition of Electric Electric currently On Off -6,.Z Natural Propane Nose Obvious Problems: Sanitation: Plumbing Worsting Well World Obvious Sc Comments: Currently Oa Off Potable Water (/ ACTION RECOMMENDED: ISSUE: V HOLD FOR oo Inspector: Date sr e e- eojl Sketch buildings on reverse and indicate location on proper MR. & MRS. WERNER E. SCHOPFER, Sr. 125 Jack Pine Way, Ma.gaiia CONTR: H. Milto M0orejq Ma alfa Permit 57-73P,E-711a7� ie form ile home) (utilities _ s.<r' �w'4=• - t,._ ,a:.::'S.st.Ts...:z=�y;r s. :`:°"A{r�-'P.�:' A.P. 5--/3 W. E. SCHOPFLER, Sr. 125 Jack Pine Way, Magalia j CONTR: Jesa Wells, aradise Permit 1425-73B. 7(la�Z3 (garage): ----------- WERNER SCHOPFER 125 Jack Pine Way, Magalia CONTR: Mobile Home Specia sts, Para. ti Permit 1615-73B (deck with altiun. awnings for mobile home) 065-410-013 03-1322 ROTHEY,LARRY 14997 JACKPINE, MAGALIA Cont: SKYCREST ENTERPRISES NEW MH PERM FND EX SITE I COUNTY OF BUTTE -'DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count Center Drive • Y Oroville, California 95965 - Telephone 30) 538-7541 PERMIT No '`- 12,96) APPLICATION AND'PrEFOA(7 0.3 Z -7- BUILDING ZBUILDING PER�YIIT MEE `SO' FT• O BUILDING VALUATION c+rn�crom w�! A(iSKYCREST ENTERPRISES T"�"°"` ' oo"rRACT01" „DDA„ 342-2694 ,13468� HICO CA 959.73 _ Fire, lace _ "o. Total Valuation S ucE"ce Q ARo�TE=oR Ei+nweeRv MAAJ"D ADDRESS Filln Fee 5 20.00 Permit 5 7 CS S`"""O � Plan Checkln Fee r yS r �� Lv r (�? " J Ener Plnn .Ch°ckin F°e b —_ IS �orw. tuflaysnay"uK PERMIT FEE S 3 r�r+ctt ww PLUMBING PERMIT Filing Fee 20.00 USEOF TRUCTURE - -Each-Tr e• 7.00 - - -- SF O Duplex 0 Mobllehorrs Solar or heel um water heater I 23.00 Other ePlcw Waterpipingt' �_ TYPE OF WORK Each as water heater or vent r 15.00 N&W O Addition O Remodel O UdWes O soflllatkxt Other p Gas piping stem t - 5 outlets 15.00 _ / Buildingwaver 1 15,00/5 - Al'. Oescribe Work' Mobile Home S G W rr � X20.00 z A L- PERMIT FEE s ELECTRICAL PERMIT Filing Fee 20.00 M°In Service om V oR u cc "- 20"oilusti t i 23.00: Malty Service f aoaA To row^ 48.00 ORADtNS °Ni A.C. runeuP. I 3.5c;° NO"0ID. MULTLOVnJrr @7.50 *PERMIT $ � , % Ex, �Dccup. ounsr oR RmAgyEx. twcEo APPL"fl, OR- o R i . EA, 5.00 Tem orar Service 23.00 SRA $ ' Moblle Home Facilities 20.001 Mlsc. Wlrin r- _ I 23.00 SHERIFF $ ! PERMIT FEE MECHANICAL PERMIT Ring Fee& 20.00 OTHER $ "°°t'" Coollno :i AMOUNT .RECEIVED I 5 �� *RECEIPT NUMBER L� *TO BE PUT INTO COMPUTER 8.50 1 PERMIT FEL! f Mobile Home Installation Fee b Energy. inapectlon Fee S .DDD CDNeT, TYPE TOTAL FEES L/ a "AL 0.n9r6 WP I FLOOD Wr IIACEL po .O btu! This permit Is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have Oeen paid By Date _ PERMIT EXPIRES ON Environmental Health MAY 7 2003 Chico, California __. tJ .. ��� e . � � •� moo' r Iq 7HS - CATHEDRAL THRU-OUT (1,456 SQ.FT.) Environmental Health MAY 71(03 Chico, Caiifomia ButteountV OVED Environmental IfeaM 's- ra- --e - Date _ Z4-9- , Signature—" r• s' WASH/DRY SR ER ODI CORNER I �� I B I ODI DBIE LAV AY Z OPTION GLAMOUR BATH SKYLINE CORPORATION MANUFACTURED HOME INSTALLATION MANUAL 1 t MINE BRINGING AMERICA HOME. BRINGING Amu FuN. TABLE OF CONTENTS Chapter 1 — Introduction ................... 1 Chapter 2 — Definitions ..................... 2 Chapter 3 — Site Preparation Zone Maps ..................... 3 Site Grading .................... 4-5 Description of Soils .............. 5 Chapter 4 — Foundation and Support Requirements Piers.......................... 6 Design Requirements ............. 6 Design Procedures ............... 6-7 Acceptable Footings .............. 7 Placement in Freezing Climates ..... 7 Proper Sizing of Footings .......... 7 Permanent Foundations ........... 7 Flood -Prone Areas ............... 7 Severe Wind Areas ............... 7 Special Snow Load Conditions ...... 7 Important Reference Documents ..... 7 Typical Installations ............... 8 Typical Pier Construction .......... 9 Support Requirements ............ 10-12 — Single Wides ................ 10 — Double Wides ............... 11-12 Sidewall Openings ............... 12 Pavilion Dormer Blocking .......... 13 Footing Sizes ................... 13-14 Chapter 5 — Set -Up Procedures Moving Home to Location .......... 15 Positioning Home ................ 15 Leveling and Blocking ............. 15-17 — Single Wides ................ 15-16 — Double Wides ............... 17 Adjustable Outrigger .............. 18 Use of Water Level ...19 39 Double Wide Interconnection ....... 20-21 Tie Down Instructions ............. 22-23 Over -The -Roof Straps ............. 23 Anchor Tables Wind Zone I ......... 24-26 Anchor Tables Wind Zone II & III ..... 27-28 Anchor Tables for 102" Sidewalls ..... 29 Longitudinal Tie Down Instructions .... 30 Tie Down Example ............... 31 Double Wide Exterior Closure ....... 32-34 — Masonite Siding .............. 32 — Vinyl Lap Siding .............. 33 — HardiPanel & HardiPlank Siding .. 34 WARNING ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SETUP PROCEDURES SHOULD SET UP THIS HOME. Chapter 5 — Set -Up Procedures — Continued Installation of Shingle Roof ......... 35-36 Double Wide Utility Interconnection ... 37-40 — Bonding ................... 37 — Electrical Crossover .......... 37 — Heating Crossover ............ 38 — Gasline Crossover ............ 39 — Waterline Cross Connect ....... 39 — Drainline Cross Connect ....... 40 Installation of Exterior Light Fixtures ... 40 Venting of Skirting and Crawlspace ... 40 Metal Roof Tightening ............ 40 Porches & Decks ................ 40 Chapter 6 — Installation of Optional Features Electrical Dryer Venting ........... 41 Gas Dryer Installation ............. 41 Gas Water Heater Venting ......... 41 Grill/Range Venting ............... 41 Paddle Fan Installation ............ 42-43 — Flush Ridge Beam ............ 42 — Protruding Ridge Beam ........ 43 — False Beam ................. 43 Air Conditioning Electrical Connect ... 44 Evaporative Cooler ............... 44 Dealer Installed Blend Air .......... 45 Expanding Rooms, Slide -Outs ...... 46 Site Attached Structures ........... 46 Garage Ready Units .............. 46 Hinged Roofs and Eaves .......... 46 Ceiling Fans .................... 46 Telephone and Cable TV .......... 46 Fireplace Installation .............. 46 Field Installed Hearth ............. 46 Field Installed Fireplace Chimney .... 47 Chapter 7 — Utility System Connection and Testing Water ......................... 48 Drainage — Connection ............ 48 Drainage — 1, 1-1/2, 1-3/4 & 2 Bath ... 48 Gas.......................... 48-49 Electrical ...................... 50 Outside Panel Box ............... 50 Electrical System Test ............ 50 Multi -Section Frame Bonding .... 51 Typical Under -Chassis Feed Connections ............. 51 Typical Meter Base Installation ...... 51 Meter Base & Panel w/Masthead .... 52 Chapter 8 — Protective Window Coverings ..... 53-58 Chapter 9 — Final Inspection Final Inspection ................. 59 Installation Inspection Checklist ..... 59 NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOMEONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SETUP SHOULD GUARANTEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SETUP. CHAPTER 1 INTRODUCTION PLEASE READ ALL INSTRUCTIONS PRIOR TO SET-UP! This Skyline home was engineered, constructed and inspected for conformance to the Federal Manufactured Home Construction and Safety Standards in effect on the date of manufacture. This National Standard sets forth com- prehensive requirements for design construction, fire safety, plumbing, heating systems and electrical systems for manufactured homes designed to be used as dwellings. This manual contains detailed installation instructions, including specifications and procedures for erection and hookup of your manufactured home. It has been written in an objective and easy -to -understand manner so it can be understood by people without extensive technical training. It discusses the set-up of the home from preparing the site through final inspection. It includes many tables and figures giving important data for proper set-up. Careful adherence to this manual by the homeowner and installation crew, and consultation with a registered professional or structural engineer in those unusual circumstances it does not cover, will assure you of a quality, safe and affordable home for many years to come. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if permits for such procedures as blocking, anchoring, or utility connections are required. Inspections may be required dur- ing installation. On private property, zoning or development covenants may apply and should be taken into considera- tion. NOTE: Preparations of the site, when accom- plished by others than the home installer, may not be in accordance with these instructions. THE IMPORTANCE OF CORRECT SETUP CANNOT BE OVEREMPHASIZED. Correct set-up is absolutely essen- tial to homeowner satisfaction. If you are not absolutely certain of the proper procedure or you encounter unusual conditions, please contact your factory service representative. THE INSTRUCTIONS CONTAINED HEREIN ARE MIN- IMUM REQUIREMENTS. APPLICABLE LOCAL OR STATE LAW MAY HAVE OTHER OR GREATER REQUIREMENTS WHICH MUST BE COMPLIED WITH TO OBTAIN OR REGAIN THE RIGHT TO OCCUPY THE HOME. REVIEWED BY ENGINEERING DEPT. ISSUED BY FOLLOW-UP SERVICES DEPT. MAY, 2002 UNDERWRITERS' LABORATORIES, INC. The recommended procedures contained in this manual are intended to assist in proper installation of this home. Field experience may justify alternate acceptable proce- dures which, when completed, result in performance at least equal to that which will result from conformance to the details and specifications herein. For example, on double wide installation you may find it advantageous, due to local conditions, to bolt the floors together prior to bolting roof halves together, or vice versa. Either method is acceptable as long as the bolting schedule is adhered to. NOTE: A MANUFACTURED HOME SET UP IN THE WRONG STRUCTURAL ZONE DOES NOT MEET THE REQUIREMENTS OF THE FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS. BEFORE COMMENCING SETUP, SEE CONSTRUCTION INFORMATION, LOCATED IN THE MASTER BEDROOM CLOSET OR AT THE ELECTRICAL DISTRIBUTION PANELBOARD, FOR DESIGNATION OF ZONE FOR WHICH THE HOME WAS CONSTRUCTED. SPECIAL CONSTRUCTION SUCH AS EXPANDO UNITS, TRIPLE WIDE UNITS, AND PERIMETER BLOCKED UNITS WILL BE COVERED IN SUPPLE- MENTS TO THIS MANUAL. CONTACT YOUR FACTORY OR DEALER IF THIS HOME HAS ANY SUCH FEA- TURES AND YOU DO NOT HAVE THE APPLICABLE SUPPLEMENTS. WARNING: ONLY TRAINED CREWS SHOULD INSTALL THE HOME. INSTALLERS SHOULD FOLLOW THE SAFETY INSTRUCTIONS PROVIDED IN THIS MANUAL. THIS HOME WEIGHS SEVERAL TONS USE ENOUGH TEMPORARY WOOD BLOCKING TO SUPPORTTHE HOME DURING SETUP. No one should be allowed under the home unless it is securely in place, even if it is not ;,viQ04119I.a... • a OF ••811111% The technical content of this Installation Manual has been reviewed by Underwriters' Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. CHAPTER 2 DEFINITIONS ANCHORING EQUIPMENT: Straps, cables, turnbuckles and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. ANCHORING SYSTEM: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind's overturning the home or moving it sideways. FOOTING: That part of the support system that sits directly on the ground at, below or partly below grade to support the piers. PERIMETER SUPPORT: The portion of a support system that supports the sidewalls at the floor line. PIER: That portion of the support system between the footing and the manufactured home, exclusive of caps and shims. Types of piers include, but are not limited to, the following: 1. Manufactured Steel Stands 2. ` Manufactured Concrete Stands, and 3. Concrete Blocks SITE, MANUFACTURED HOME: A parcel of land designed and designated for the location of one manufactured home, its accessory buildings or structures, and accessory equipment for exclusive use of the home's occupants. STABILIZING SYSTEM: A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUP- PORT SYSTEM. STAND, MANUFACTURED HOME: That area of a manufactured home site which has been reserved for placement of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly installed, support the manufactured home. . 2 CHAPTER 3 SITE PREPARATION ZONE MAPS OF THE UNITED STATES I vl ❑ SOUTH 20 PSF. O MIDDLE 30 PSF ROOF LOAD ZONE MAP ■ NORTH 40 PSF �—� ❑ ZONE I ZONE II WIND ZONE MAP ZONE III The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE II: ALABAMA - Baldwin and Mobile FLORIDA - All counties except those identified as being within Wind Zone III. GEORGIA - Bryan, Camden, Chatham, Glynn, Liberty and McIntosh LOUISIANA - Acadia, Allen, Ascension, Assumption, Calcasieu, Cameron, East Baton Rouge, East Feliciana, Evangeline, Iberia, Iberville, Jefferson Davis, LaFayette, Livingston, Pointe Coupee, St. Helena, St. James, St. John the Baptist, St. Landry, St. Martin, St. Tammany, Tangipahoa, Vermillion, Washington, West Baton Rouge and West Feliciana. MAINE - Hancock and Washington MASSACHUSETTS - Barnstable, Bristol, Dukes, Nantucket and Plymouth. MISSISSIPPI - George, Hancock, Harrison, Jackson, Pearl River and Stone. NORTH CAROLINA - Beaufort, Brunswick, Camden, Chowan, Columbus, Craven, Currituck, Jones, New Hanover, Onslow, Pamlico, Pasquotank, Pender, Perquimans, Tyrrell and Washington. SOUTH CAROLINA - Beaufort, Berkeley, Charleston, Colleton, Dorchester, Georgetown, Hony, Jasper and Williamsburg. 3 FL AXZONE® ZONE 1 ZONE 2 ❑ ZONE 3 HEATING AND COOLING ZONE MAP IN WIND ZONES II AND III, UNLESS THE HOME AND ITS ANCHORING AND FOUNDATION SYSTEM HAVE BEEN DESIGNED FOR THE IN- CREASED REQUIREMENTS OF EX- POSURE `D' OF ANSI/ASCE 7-88, IT SHOULD NOT BE LOCATED WITHIN 1500 FEET OF THE COASTLINE. WIND ZONE II (continued): TEXAS - Arkansas, Brazoria, Calhoun, Cameron, Chambers, Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, Orange, Refugio, San Patricio and Willacy. VIRGINIA (The cities of) - Chesapeake, Norfolk, Portsmouth, Princess Anne and Virginia Beach. The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE III: FLORIDA - Broward, Charlotte, Collier, Dade, Franklin, Gulf, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas and Sarasota. LOUISIANA - Jefferson, La Fourche, Orleans, Plaquemines, St. Bernard, St. Charles, St. Mary and Terrebonne NORTH CAROLINA - Carteret, Hyde and Dare. The following states and territories are within WIND ZONE III: State of HAWAII ALASKA - coastal regions between the 90 mph isotach on ASCE 7- 88 wind map and the coast. U.S. TERRITORIES - American Samoa, Northern Mariana Islands, Trust Territory of Pacific Islands, Guam, Puerto Rico and U.S. Virgin Islands. SITE PREPARATION (Continued) SITE PREPARATION The importance of site preparation for a problem -free installation cannot be overstated. All vegetation must be removed from under the home site. The site must be prop- erly graded and sloped to provide for storm drainage runoff. In particular, the area under the home must be graded to prevent water accumulation. Skyline Corp. recommends the home site slope 10 feet in all directions away from the home. If the home is sited on sloping terrain or a hillside, the soil must be graded on all sides to channel storm runoff around the home and not under it. If the home is set in a pit, it is extremely important to provide water drainage from under and around the home. WARNING: THE AREA UNDER AND AROUND THE HOME MUST BE SLOPED TO PREVENT WATER ACCU- MULATION. EXCESSIVE MOISTURE UNDERTHE HOME CAN CAUSE UNNECESSARY DETERIORATION, AND CAUSE CONDENSATION PROBLEMS, WHICH COULD AFFECT THE HOME'S WARRANTY. IT COULD ALSO AFFECTTHE STABILITY OFTHE FOOTINGS AND PIERS WHICH SUPPORT THE HOME. If the home is to be perimeter skirted or "pit -set," ventila- tion of the under -floor area is required to minimize the effect of moisture under the home. Ventilation openings must be provided in the under -floor enclosure or skirting on at least three (3) sides (preferable on all sides) with a net area of at least one square foot per 150 square feet of floor area. The required ventilators are to be approximately equally spaced around the perimeter of the home with a ventilation opening within three (3) feet of each outside corner. Proper support of the manufactured home must allow for soil conditions in the immediate area. Pier footings must be placed on firm undisturbed soil (not loose fill) or soil which has been compacted to at least 90 percent of its maximum relative density. Support piers may also be placed directly on concrete slabs designed for manufactured home place- ment as found in manufactured home communities. After completion of grading and filling (if necessary), the bearing capacity of the soil at the depth of the footings should be determined. A pocket penetrometer (available from engineering supply houses) or other method accept- able to local jurisdictions may be used. If the soil cannot be tested but can be identified, use the foundation bearing pressures shown in Figure 3-1 as a guide. If the soil cannot be identified, use the lowest value, 1,000 PSF. Under unusual conditions, or if the soil appears to be peat or uncompacted soil, consult a local geologist or professional engineer for aid. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION OF THE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. PREVENTION OF WATER BENEATH THE HOME SINGLE SECTIONAL DO CROWN AND DON'T GRADE GRADE SITE TO SITE SO THAT SLOPE AWAY WATER COLLECTS FROM HOME I;LBENEATH THE HOME DOUBLE SECTIONAL DO CROWN AND DON'T GRADE GRADE SITE TO SITE SO THAT SLOPE AWAY WATER COLLECTS FROM HOME 22a BENEATH THE HOME TRIPLE SECTIONAL 4 Mr=L77 n=-Ilp11-11-II=11-11-11-11=11=11-11=11=11= •=11-11-11-11=11=11=11-11-11-11=11=11=11-11-11-II-11-11�11-11=11-11=1 4 SITE PREPARATION (Continued) GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home, greatly complicating efforts to control humidity and condensation. A ground moisture -vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. General Description of Soils Allowable Pressure Soil Type (Pounds Per Square Foot) Based on the Unified Classification System No allowances made for overburden pressure, embedment,, depth, water table height, or settlement problems. Rock or Hard Pan 4,000 and up Sandy Gravel and Gravel 2,000 Sand, Silty Sand, Clayey Sand 1,500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, 1,000 Silty Clay, or Clayey Silt Uncompacted Fill Special Analysis is Required Peat or Organic Clays Special Analysis is Required NOTE: b. To be used only when none of the following is available: a. Soils investigation and analysis of the site. b. Compliance with the local building code. c. Competent opinion by a local engineer or building official. d. If the soil bearing capacity is less than 1,000 PSF, consult a professional engineer for foundation system requirements. Fig. 3-1 CHAPTER 4 FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 8 sum- marizes the usual types. Set-up procedures and methods for securing the home to its foundation are discussed in Chapter 5. A home that is certified for a higher roof load zone than the area that it is installed, may be set on a foundation system that is designed for the roof load zone for that area of the country. For example, a home that is certified to withstand a 30 PSF roof load is installed in a 20 PSF roof load zone area. The sup- port under the home need only be designed for the 20 PSF roof load, in accordance with the requirements set forth in this manual. PIERS Importance. Incorrect size, location or spacing of piers may cause serious structural damage to the home. It is important to install piers around the perimeter if required for the home. Failure to do so may lead to sagging floors, walls and roofs. Acceptable Types. Piers may be concrete blocks or pres- sure treated wood, capped and shimmed with wedges, or adjustable manufactured metal or concrete devices (see Figure 4-2). Manufactured piers should be listed and labeled for the required load capacity. DESIGN REQUIREMENTS Load -Bearing Capacity. The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way they are used to support the home. Center beam/marriage wall blocking is required for multisection homes. See tables 1 and 2 for pier capacities. Manufactured piers must be rated to at least these capacities, and locally con- structed piers must be designed to transmit these loads safely. Configuration. Figure 4-2 shows the recommended arrange- ment of concrete piers constructed on-site. Concrete blocks should have nominal dimensions of at least 8" x 16". They must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side-by-side, every layer should be at right angles to the previous one (See Figure 4-2). Cap hollow block piers as shown in Figure 4-2 to distrib- ute the structural load evenly across them. Caps may be of solid masonry or hard wood, and of the same length and width as the piers they rest upon. Avoid plywood, as it may lead to unwanted settling or movement. Use 4" x 6" hardwood shims (wedges) to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs (See Figure 4 - 6 2). Drive them in tightly so they do not occupy more than 1" of vertical space. When the space to be shimmed is less than the minimum thickness of available caps or concrete blocks, dimension lumber may be used under the caps. Select manufactured pier heights so that their adjustable risers do not extend more than recommended by the man- ufacturer when finally positioned. All piers must rest on footings that either extend below the frost line or are otherwise protected from frost effects, and are placed on either undisturbed soil or compacted fill. DESIGN PROCEDURES Piers Less Than 36" High. Construct piers less than 36" high out of single, open or closed -cell concrete blocks, 8" x 8" x 16". Install them so that the long side is at right angles to the supported I-beam (See Figure 4-2). Position open cells vertically upon the footers. (See Figure 4-1). Horizontal offsets should not exceed 1/2" top to bottom. Mortar is not normally required. Manufactured piers should be listed and labeled. Do not extend their adjusting studs beyond the limits specified by the manufacturer. Piers 36" to 80" High. Construct all piers between 36" and 80" high, and all corner piers over three (3) blocks high, out of double, interlocked concrete blocks (See Figure 4-2). Mortar will not normally be required. Piers Over 80" High. Where permitted by local codes, lay them in concrete mortar with steel reinforcing bars inserted in the block cells and fill the cells with concrete. Where such construction is not permitted by local codes, have piers over 80" high designed by a registered professional or structural engineer. Location and Spacing. The location and spacing of piers depend upon the dimensions and weight of the home, the roof load zone, size, and type of construction of the footings. Other factors such as the location of doors or other openings and heavy pieces of furniture are also important. In general locate piers no more than 2' from either end, and not over 10' o.c. Single -Section Homes. Figure 5-2 shows the recommended locations and spacing of piers for single -section homes. Multi -Section Homes. Figure 5-3 shows the recommended location and spacing of piers for multi -section homes. Under Doors and Heavy Furniture. Place additional piers on both sides of exterior doors, side-wall openings wider than. 4' (such as sliding glass doors), at Pavilion dormers, under porch posts, wood stoves, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DESIGN PROCEDURES (Continued) Footings. Support every pier with a properly designed foot- ing, as follows. ACCEPTABLE TYPES OF FOOTINGS. Concrete. Footings may consist of precast or poured -in- place concrete, pads, slabs, or ribbons with a 28 -day com- pressive strength at 3,000 psi. Pressure -Treated Permanent Wood. Two layers of 2" thick pressure -treated wood planks, with the long dimension of the second layer placed perpendicular to that of the first, fastened and with cut edges painted or retreated, may also be used. Other Materials. You may also use other materials approved for this use by local authorities if they provide equal load- bearing capacity and resistance to decay. PLACEMENT IN FREEZING CLIMATES. Conventional Footings. For frost -susceptible soils, to pre- clude the harmful effects of ground frost heave, footings should usually be placed below the frost line. Consult local authorities to determine frost penetration. In the absence of a local code, use the frost penetration map as a guide. Floating Slab System. When properly engineered by a reg- istered professional engineer, compatible with the anchorage requirements of Chapter 5, and acceptable to the local author- ity having jurisdiction, a "floating slab system" may be used above the frost line. Insulated Foundations. Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load-bearing component of the foundation and accept- able for this purpose by the local authority having jurisdic- tion. Useful design guidelines may be found in references at the end of this chapter. Insulation systems should be compatible with the requirement to cross ventilate the entire space under the home. Proper Sizing of Footings. Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. See Table 4 for recommended footing sizes. See Table 4B for minimum required concrete footing thick- ness. Footing size in no case shall be less than 144 sq. in. or smaller than the pier it supports. Permanent Foundations. Check local building codes and regulations and consult a registered professional or struc- tural engineer when you are setting your home on a per- manent foundation (such as a full basement, crawl space or load-bearing perimeter foundation). A permanent foundation design, which meets most local codes, may be available from Skyline Corporation. Please contact the Skyline division which manufactured the home or Skyline's National Director of Consumer Relations. Flood -Prone Areas. Skyline Corporation does not recom- mend locating homes in river or coastal flood -prone areas. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a registered professional or structural engineer to make sure that the home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed below contains design and construction recommen- dations. Severe Wind Areas. Special foundation and anchoring techniques are required when locating in a severe wind area. Consult a registered professional or structural engi- neer. The HUD foundations design guide referenced herein contains recommendations for designing founda- tions and anchoring systems. Do not place your home in a wind zone more severe than the one indicated on the data plate located by your home's main electrical panel. Special Snow Load Conditions. Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footings. See tables and/or special manufacturer's instructions provided with your home. IMPORTANT REFERENCE DOCUMENTS • Foundation plans available from manufacturer. • ANSI/NCSBCS A225.1-1987, "Manufactured Home Instal- lations ' NCSBCS, 505 Huntmar Park Drive, Herndon, VA 22070, (703) 437-0100. • ASCE 7-88, "Minimum Design Loads for Buildings and other Structures," ASCE, 345 East 47th Street, New York, NY 10017-2398. • FEMA 85, "Manufactured Home Installation in Flood Hazard Areas;' FEMA, Washington, DC 20472, (202) 646-2708, September, 1985. • HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing," HUD, 415 7th Street, S.W., Washington, DC 20410. • "All Weather Wood Foundation Systems Manual;' National Forest Products Association, 1619 Massachu- setts Ave., N.W., Washington, DC 20036, June, 1976. • "Design Guide for Frost -Protected Shallow Foundations," Prepared for U.S. Dept. of Housing and Urban Develop- ment by: NAHB, Upper Marlboro, MD, June, 1994, Instrument No. DU100K000005897. • "Building Foundation Design Guidebook," Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) MANUFACTURED HOME INSTALLATIONS SINGLE OR MULTI -SECTION HOMES TYPES OF FOUNDATION SYSTEM - MAIN COMPONENTS(*) 1. Piers -Ground Anchors. Home rests on piers of concrete block, formed -in-place concrete, permanent wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil angled to resist straps or embedded in concrete deadmen in soil. Straps tied to the frame, with or without over -the -top straps. 2. Concrete Slab or Continuous Footing. Home rests on a concrete slab or ribbons of concrete. Straps tied between frame and perimeter footers or concrete slab. Skyline Corp. recommends installing earth anchors prior to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/Post System. Home rests on piles/posts placed sufficiently deep in the ground to resist all wind, snow, frost heave and earthquake forces. Straps fasten home to the piles/posts or caps placed thereon. 4. Concrete or Concrete Block Load -Bearing Perimeter Walls (Basement or Crawl Space). Home rests on exterior load-bearing walls which sit on concrete footings' weight to resist all external forces. The floor connec- tion to foundation resists external forces. *For Skyline multi -section homes, the mating walls are supported by piers or support walls with straps and ground anchors, providing resistance to downward and uplift forces. TYPICAL FOOTING PADS FIG. 4-1 SINGLE PAD FOOTING <�>�` a �Y g. DOUBLE PAD FOOTING SINGLE PAD FOOTING �I K< >1' � DOUBLE PAD FOOTING F T>�� TRIPLE PAD FOOTING Y T ` `�•l.> I `� �� DOUBLE PAD FOOTING '` > TWO DOUBLE PAD FOOTING 'r` l 'Y� I J `� I �y' I LOAD DISTRIBUTING PAD FOR SUPPORT TRIPLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT (24^x24•x4•) �I TWO DOUBLE PAD FOOTING QUAD PAD FOOTING 16"x 16" x 4" CONCRETE PAD FOOTINGS 8" x 16" x 4" CONCRETE PAD FOOTINGS 2" x 12" x 24" WOOD PAD FOOTINGS n r FOUNDATION AND SUPPORT REQUIREMENTS (Continued) 6Z eh IM TYPICAL PIER CONSTRUCTION I -Beam frame / Gap between top of pier and main frame may be hardwood plate (not exceeding 2" in thickness) /and shims (not exceeding 1" in thickness). Shims shall be at least 4" wide and 6" long, fitted and driven tight between wood plate or pier and main frame. 2" or 4" solid concrete block may fill remainder of gap: Cap — Wood or concrete, 2"x8"x16" installed with 16" dimension perpendicular to the j I I-beam frame. Single open or closed cell concrete blocks 8"x8"x16" (open cells placed vertically upon footer) installed with 16" dimension perpendicular to the I-beam frame. Footing - Solid concrete or other product approved for the purpose. Size according to Table 4. Ground Level Footing below frost line when subject to frost heaving. SINGLE BLOCK PIER - 8000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Cap - Solid concrete block or equivalent. Double Interlocked Blocks. Max. Height is 80". icrete grouting Steel reinforcing bars )r piers exceeding 80 inches in tight the concrete blocks should filled with concrete grouting id steel reinforcing rods should Bused. DOUBLE BLOCK PIER -14000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Footings placed on firm undisturbed soil or in controlled fill free of grass and organic materials compacted to a minimum load bearing capacity of 1000 PSF. ,] 00 30 35 •0 'S 6 7, -a 363036 lam_ a6eo� to. aos �! 6 40 66666 e 60 's •e ,5 ]• 12 _ ' 6 .e 2. .2 •e s• ° 's 2. 6 .6 •bas 6 6 ] e ]O ]] ]• as e 30 34' 5]. 'a�l'3 ']I ]8,'6 'e 10 e0 1 1• ?' 6 1] '0 30 6 s .s ] ]' �'] i ]O — `V 6 ] 1 1 a ]O ]• 21 �7 .s 3 % '3 e 1 se, .s • 6 02.0 e 3 I] ] Frost Penetration Map •e S♦ 53 s• ,(�/ •] eo S'0441 •l a `se a 30 •� 12-0( 3536 •� ^� •e•5 5• ]• b 3 to AVERAGE DEPTH OF FROST PENETRATION — IN INCHES SOURCE: U.S. Dept. of Commerce Weather Bureau FIG. 4-2 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in the selection of the support structure are set forth in Table 4. The loads and footing sizes are the minimum values to be used for the support structure and are based on the indi- cated roof live load and a floor live load of 40 PSF. The support requirements for homes designed for 60 PSF and higher roof load (and those specifically indicated middle and north zone homes) are found in the supplement accompanying this manual entitled "Manufactured Home Installation for Perimeter Blocking." All load bearing supports and footings may be subject to Contact the Skyline division that built the home for more approval by the local Enforcement Agency. information concerning perimeter blocking. TABLE 1 PIER -LOADING UNDER MAIN I -BEAMS SINGLE -WIDE HOMES NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". • ``��t�tltrrrri,� M�.FI 6 -0 81-0/1 CERT # 09703 STAT • OF Pier A Pier B Pier C 'A'0tA`.�.P �N�: The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, ,/181 A1.t,1���' pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 10 12' WIDE HOMES 14' WIDE HOMES 16' WIDE HOMES Pier Pier Load Pier Load Pier Load Pier. Load Pier Load Pier Load Pier Load Pier Load Pier Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under Main 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF I -Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) Zone Zone Zone Zone Zone Zone- Zone Zone Zone 4 1 2130 2420 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 _ 7 3720 4230 4470 4220 4790 5140 4720 5360 5810 8 4250 4830 5110 4820 5480 5880 5400 6120 6640 9 4780 5440 5750 5430 6160 6610 6070 6890 7470 10 5320 6040 6380 6030 6850 7340 6750 7650 8300 Wt. Per Foot 532 604 638 603 685 734 675 765 830 See Note 4 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". • ``��t�tltrrrri,� M�.FI 6 -0 81-0/1 CERT # 09703 STAT • OF Pier A Pier B Pier C 'A'0tA`.�.P �N�: The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, ,/181 A1.t,1���' pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 10 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PIER LOADING UNDER MAIN I -BEAMS DOUBLE -WIDE HOMES NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 4. 5. 6'-0" 8'-0" I< >I< >I Pier A Pier B Pier C The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, 4.Z1'9% pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 20" WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 32' WIDE HOMES Pier Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Main I -Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone - 4 1810 2060 2170 2100 2390 2560 2360 2630 2940 2680 3000 3320 5 2270 2580 2710• 2630 '2980 3190 2950 3350 3670 3350 3750 4150 6 2720 3100 3260 3150 3580 3830 3540 4020 4410 4020 4500 4980 7 3170 3610 3800 3680 4180 4470 4130 4690 5140 4690 5250 5810 8 3630 4130 4340 4200 4770 5110 4720 5360 5880 5360 6000 6640 9 4080 4640 4880 4730 5370 5750 5310 6030 6610 6030 6750 7470 10 4540 5160 5420 5250 5970 6380 5900 6700 7340 6700 7500 8300 Wt. Per Foot 454 516 542 525 597 638 590 670 734 1 670 750 830 See Note 5 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 4. 5. 6'-0" 8'-0" I< >I< >I Pier A Pier B Pier C The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, 4.Z1'9% pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAM DOUBLE -WIDE HOMES NOTES: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS Typical door or window opening - Width varies - see table below. Floor joists -i 1 44 block, 4" 1 nger Ae than joist spacing. Installed such that it spans joists on Pier installed when either side of door joist is not under jamb. door jamb. Pier rA Unit sidewall I I I I I A Pier installed when joist is under door jamb. TABLE 3A See note 6. / SECTION 'A -A' joists 20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES MAX. OPENING 32' WIDE HOMES Span Between Columns (FT.) See note 1 Pier load Pier load (LBS) (LBS) 20 PSF 30 PSF Roof Roof Zone Zone Pier load (LBS) 40 PSF Roof Zone Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone Pier load (LBS) 20 PSF Roof I Zone Pier load Pier load (LBS) (LBS) 30 PSF 40 PSF Roof Roof Zone Zone 6 900 1200 1500 1080 1440 1800 1260 1680 2100 1350 1800 2250 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 2250 3000 3750 12 1800 2400 3000 2160 2880 3600 2520 3360 4200 2700 3600 4500 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 3150 4200 5250 16 2400 1 3200 1 4000 2880 1 3840 4800 3360 4480 1 5600 3600 1 4800 1 6000 18 2700 3600 4500 3240 4320 1 5400 3780 5040 6300 1 4050 5400 6750 20 3000 1 4000 5000 1 3600 1 4800 1 6000 4200 5600 7000 1 4500 6000 7500 1 1 24 3600 1 4800 6000 4320 1 5760 1 7200 5040 6720 8400 1 5400 7200 9000 NOTES: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS Typical door or window opening - Width varies - see table below. Floor joists -i 1 44 block, 4" 1 nger Ae than joist spacing. Installed such that it spans joists on Pier installed when either side of door joist is not under jamb. door jamb. Pier rA Unit sidewall I I I I I A Pier installed when joist is under door jamb. TABLE 3A See note 6. / SECTION 'A -A' joists NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26' or 28', then setback may be 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16', 18' or 32', then setback may be 10" max. 7) For piers between multiple openings, sum the loads for each opening to obtain the required load. 12 48" OPENING 78.5" MAX. OPENING 108" MAX. OPENING 121" MAX. OPENING Nominal Unit Width FT. Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load Pier load (LBS) (LBS) 40 PSF 20 PSF Roof Roof Zone Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone 12 500 640 790 810 1050 1280 1110 1440 1 1760 1250 1610 1980 14 550 710 870 890 1160 1430 1230 1600 1960 1370 1780 2200 16 600 780 960 980 1270 1570 1340 1750 2260 1500 1960 2420 18 650 840 1040 1050 1380 1700 1450 1890 2340 1620 2120 2620 20 440 570 690 720 920 1130 990 1270 1550 1100 1420 1730 24 500 640 790 1 810 1 1050 1280 1110 1440 1760 1250 1 1610 1980 26 520 680 830 860 1 1110 1360 1180 1520 1870 1320 1710 2100 28 540 700 860 880 1 . 1140 1400 1210 1570 1930 1350 1750 2160 32 590 760 940 950 1 40 1530 1310 1710 2110 1470 1910 2360 NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26' or 28', then setback may be 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16', 18' or 32', then setback may be 10" max. 7) For piers between multiple openings, sum the loads for each opening to obtain the required load. 12 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILION DORMER BLOCKING Notes: - - 1) All units that have a Pavilion dormer require additional perimeter blocking. 2) Install piers under door/window openings and at each end of Pavilion wall. Install piers 4'-0" o.c. max between end of pavilion , wall and door/window opening. 3) See table 3A for required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c. shall support 1300 lbs. min. . 5) For roof loads in excess of 40 PSF, install piers per the _ "Manufactured Home Installation for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES TABLE 4A COMMON FOOTING SIZES.AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES FOOTING SIZES IN x IN OR EQUAL AREAS SQ. IN. 1000 PSF 1500 PSF _ REQUIRED 3000 PSF 4000 PSF 6000 PSF ALLOWABLE SOIL BEARING VALUE 1780 2665 3555 5335 PIER 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF LOAD REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL CAPACITY AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES (POUNDS) (SQ. IN.) (IN.xlN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IN.AN.) (SQ. IN.) (IN.xIN.) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 3000 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500 504 22x24 336 18x20 252 1420 168 12x20 144 12x20 144 12x20 4000 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 162 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 180 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 14x20 198 12x20 144 12x20 6000 864 30x30 576 24x24 432 20x22 288 16x20 216 12x20 144 12x20 6500 936 30x32 624 24x26 468 22x22 312 16x20 234 12x20 156 12x20 7000 1008 32x32 672 26x26 504 22x24 336 18x20 252 14x20 168 12x20 7500 1080 32x34 720 26x28 540 2424 360 18x20 270 14x20 180 12x20 8000 1152 34x34 768 28x28 576 2424 384 20x20 288 16x20 192 12x20 8500 1224 34x36 816 28x30 612 2426 408 20x22 306 16x20 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 324 18x20 216 12x20 9500 1368 36x38 912 3002 684 26x28 456 22x22 342 18x20 228 12x20 10000 1 1440 38x38 1 960 30x32 1 720 26x28 1 480 22x22 1 360 18x20 240 12x20 TABLE 4A COMMON FOOTING SIZES.AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES Pounds SIZE 1000 PSF 1500 PSF _ 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"X16" 1780 2665 3555 5335 7110 10665 18"X18" 2250 3375 4500 6750 9000 13500 24"X24" 4000 6000 8000 12000 16000 24000 16"X32" 3555 5335 7110 10665 14220 21335 32"X32" 7110 10665 14220 21335 — — 12"Round 785 1180 1570 2355 3140 4712 16" Round 1395 2095 2790 4190 5585 8375 18" Round 1765 2650 3535 5300 7070 10600 24" Round 3140 4710 6280 9425 12565 18850 36"Round 7070 1 10600 14135 1 21205 — — 13 o U w LL ccU CO a a. cc U x o, cII c E oca � o CO U)ca , U CU a E m U u_ ^U CD LL •L oN o a) o CO N a LL U U) Q a U x C E C) cm o om M o Uccr U CU a E c° U LL rn U c oco o m o m cD TABLE 4B MAXIMUM FOOTING SIZE PER FOOTING THICKNESS PIER Minimum Footing Thickness DESCRIPTION 4" 6" 8"1 12" Single Concrete 30"x30" square 40"x40" square --- --- Block 36" round =-- --- --- Double Concrete 38"x38" square 48"x48" square --- --- Block 44" round --- --- --- Single or Double 34"x34" square 45"x45" square --- Steel Pier Pier 40" round --- . --- --- Quad Steel Pier 46"x46" square --- Single Concrete 22"x22" square 30"x30" square 38"x38" square Block 28" round 38" round 48" round --- Double Concrete 30"x30" square 38"x38" square 46"x46" square Block 36" round 46" round --- --- Single or Double 26"x26" square= 34"x34" square 42"x42" square Steel Pier 32" round 42" round --- --- Quad Steel Pier 38"x38" square 46"x46" square --- ,-- 44" round --- --- =__ Single Concrete 20"x20" square 26"x26" square 32"x32" square 46"x46" square Block 24" round 32" round 40" round --- Double Concrete 28"x28" square 34"x34" square 40"x40" square Block 32" round 40" round - 48" round --- Single or Double 24"x24" square 30"x30" square 36"x36" square Steel Pier 28" round 36" round 44" round --- Quad Steel Pier 36"x36" square 42"x42" square 48"x48" square 40" round 48" round --- Single Concrete 16"x16" square 20"x20" square 26"x26" square 34"x34" square Block 20" round 24" round 30" round 42" round Double Concrete 24"x24" square 28"x28" square 34"x34" square 42"x42" square Block 28" round 34" round 40" round --- Single or Double Steel Pier 20"x20" square 24" round 24"x24" square 30" round 30"x30" square 34" round 39"x39" square 46" round �=el Pier 32"x32" square 36"x36" square 42"x42" square 48"x48" square 36" round 42" round 48" round --- Notes: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 14 CHAPTER 5 SET-UP PROCEDURES WARNING: WHEN SETTING UP THIS HOME, THE FOLLOWING PRECAUTIONS . REGARDING JACKING MUST BE. FOLLOWED. Moving Home To Location: Make sure the following items 10. Do not go under the home while it is supported on the are completed before placing the home: jacks unless safety timbers capable of supporting the The site is properly prepared. See Chapter 3. home are in place. • All concrete work necessary to setting the home is finished. • Utilities are installed or available. • Any trenching, for crossover drain lines or for wheels that will be left in place, is complete. • Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. CAUTION: THE HOME WEIGHS SEVERAL TONS. USE ADEQUATE TEMPORARY SUPPORT BLOCKING TO SAFEGUARD WORKERS. SKYLINE CORP. RECOM- MENDS WOOD BLOCKING. Positioning Home. When not placing the home on a con- crete slab or poured -in-place footings, mark the corners of the home and lay out footings and support devices close to where they will be used. Then move the home or first sec- tion into position. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, place support piers for the home in the locations under the home as specified in the home installation instructions. 2. Use a minimum of two jacks, each with a rating of at least ten tons. 3. Jack only on the main chassis I-beam. Locate the jack directly under the vertical web of the I-beam. Do not jack on the seam (joint between flanges) of a twin I-beam. 4. Use a large 3/8 inch thick steel plate, C -channel or other equivalent plate between the main chassis I-beam and the jack head to distribute the load. 5. The jack base and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main I -beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 8. Place 4" x 6" x 48" min. safety timbers between the I -beams and ground in case of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide addi- tional blocking between the home and the piers and safety piers as the home is raised. 15 FAILURE TO FOLLOW THESE WARNINGS MAY RESULT IN SERIOUS INJURY OR DEATH. Reminders before jacking... Use only jacks in good condition with a minimum rating of 10 tons. 2. Use a minute man C -Channel jacking plate or equivalent between jack and steel I-beam to distribute the concen- trated loads. (See Figure 5-1) 3. Use a firm support under the jack base to prevent tipping or settling of the jack. Skyline recommends a 12" x 12" or larger pad. 4. Always follow the sequence of jacking outlined below to avoid overstressing structural members. 'I' -BEAM rHANNEL 8" LONG 10 TON JACK JACK SUPPORT - LOCATE C -C ON FIRM SOIL III =III =III -III =III =III - II =11 =III-III=III.III=11 II,=III=III=uI_II FIG. 5-1 SETUP PROCEDURES (Continued) The jacking procedure is as follows: 1. After the home is located in its final position, you can preliminarily level it by using the hitch jack but only after adequately wheel blocking the home so it does not roll. Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind the rear spring hanger. These two jacks must be operated simultaneously to raise the home. Jack low side of the home first. Install footings and piers; one just forward of the front jack and another just behind the rear jack (taking care not to exceed the correct spacing selected from Table 1 or 2). 3. Next, jack the main I-beam at the front and position a pier within 2'-0" of the end of the I-beam. At the completion of this step, this side of the home should be approximately level. 4. Repeat Steps 2 and 3 for the other side of the home. At the completion of this step, the home should be roughly level from front to rear and from side to side. 5. Place the remaining pier supports under the main I-beam on each side taking care to maintain a maximum distance of no more than the spacing determined from Tables 1 or 2 with piers located with 2'-0" of each end of each I-beam. (See Fig. 5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equipment. The final height adjustment is obtained by jacking the I-beam and placing hardwood shims between the piers and I-beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSENTIAL FOR THE PROPER OPERATION OF DOORS, WIN- DOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall door and window openings over 4'0" wide. (See Table 3A) 8. Within 90 days after initial set-up, the home should be releveled, if necessary, to compensate for any pier set- tlement. Follow the procedure in Item 6 above. NOTE: DURING THE LEVELING OR RELEVELING PROCESS, LOOSEN FRAME TIES AND OVER -THE - ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. 16 T MAXIMUM PIER SPACING AS I' I BEAM I SELECTED FROM TABLE 1 TYPICAL /PIER :}7 10'-01 III II I, MAX. _3 - 2'-0" FIG. 5-2 SETUP PROCEDURES (Continued) LEVELING AND BLOCKING, DOUBLE -WIDE HOMES With the exception of the requirement for support under the marriage wall of double -wide units, leveling and blocking procedures are the same as for single -wide units. The site must be prepared,.as previously described. Special consid- eration must be given to the footings and pier construction required by (1) local soil conditions, (2) depth of frost line — Pier at centerline within 1' of front and rear wall. This pier required only if there is a column located at the front or rear wall. (See Table 3)) /\ i J `r, ` 2'-0 Max. I Varies' I C a 1 L 1 ' I I Piers required at all interior column ITBEAM I I locations, per Table 3. (See detail) j r L J J CA I I I I , L`J L J Max. Pier ' 1 t spacing as I I ( ( selected from Table 2. 1 CJ Lr L' J LI ' I 1 LJ L -J l.. Dimensions vary. If pre -construction of footing is desired, contact the Skyline division that manufactured the unit for applicable dimensions. ,,•e�a�are �ti�o�P�i ��� a8TE •••• i • i�TE • ���i Centerline Support pier •• 1 Art �v location indicator- •• •••• •�� Metal strap or centerline ,•#A (IjAL 1�joist marked with paint �18137t12310% beneath home or paper FIG. 5-3 4P.50 78 tag indicating pier location. 17 and (3) special requirements for local jurisdictions. It may be desirable to construct the footings and piers (to grade height) prior to moving the home to its final location. Pre - construction of the footings and piers to grade may be ac- complished by referring to the pier location diagram, Figure 5-4, making special note of the additional piers required at centerline beam supports. If there are questions regarding pier locations, please .contact the division for aid. Piers lo- cated at the centerline, may carry much higher loads than other pier locations. PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL TO THE PERFORMANCE OF A DOUBLE -WIDE HOME. FIG. 5-4 RIM JOIST AT MARRIAGE LINE �l(J" WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY UPLIFT CONNECTOR CAPACITY REQUIRED BY TABLE 3 FOR MARRIAGE WALL CONCENTRATED LOADS IS 31140 EACH TO BE RESISTED -2 OR MORE PIERS MAY BE USED. FOOTINGS AND PIERS SHOWN THE SUM OF PIER CAPACITIES FOR ILLUSTRATIVE PURPOSES AT EACH SUPPORT POINT SHALL ONLY — ANY APPROVED SYSTEM BE AT LEAST EQUAL TO THE LOADS MAY BE USED. SPECIFIED IN TABLE 3. TYPICAL MARRIAGE WALL STRAPS FIG. 5-5 UPLIFTED CONNECTOR UPLIFT CONNECTOR CAPACITY MARRIAGE WALL CAPACITY IS 12421 EACH IS 31140 EACH TO BE RESISTED TO BE RESIS BY BY ANCHORING EQUIPMENT. ANCHORINGTED = 7" EQUIPMENT STANDARD HURRICANE STRAP CAPACITY IS 31500. CABLE 8 THIMBLE SYSTEM PER STRAP SHOWN FOR ILLUSTRATION ONLY -ANY APPROVED METHODRIM JOIST MAY BE USED. 1/4' CABLE THIMBLE INSERTED IN \\ 1/4' CABLE CONNECTOR HOLE. r CLAMPS GALVANIZED STEEL STANDARD HURRICANE STRAP CABLE 7/JY DIA. (7x7) OR SLOT IN STRAP IS FOR INSTALLATION OF IS TO BE CONNECTED 1/4' DIA. (7x17) STANDARD HURRICANE STRAP DESCRIBED DIRECTLY TO APPROVED TENSION CABLE PER TIE- ON PAGE 22. CONNECT TIE -DOWN STRAP ANCHOR. STRAP IS ATTACHED DOWN INSTRUCTIONS DIRECTLY TO UP -LIFT CONNECTOR AS SHOWN TO WALL IN FACTORY.. BY FIG. 5-12. (SPLICE DEVICE NOT REQUIRED) TYPICAL MARRIAGE WALL STRAPS FIG. 5-5 SETUP PROCEDURES (Continued) INSTALLATION OF "ADJUSTABLE OUTRIGGER" Perimeter joist 5-#12x2" wood screws - Typical transverse Thrust Bracket floor joist Pipe 6„ Main Unit I -Beam. Must + be 10" deep or more. or - 1/2" Threaded Rod must be seated in corner of I -Beam web/flange. ADJUSTABLE OUTRIGGER Adjustment nut 3/4" threaded rod INSTALLATION INSTRUCTIONS 1. Locate the floor joist that requires support. 2. Mark I-beam directly under the floor joist'to align "Adjustable Outrigger". 3. Adjust nut on threaded rod so it clears the frame flange for easy adjustment. 4. Set threaded rod in the pipe and against the frame. 5. Set thrust bracket on the floor joist and secure it with five #12 x 2" screws. If there is insulation installed between bottom board and floor joist, cut a small slit in the bottom board and insulation. Move the insulation away from the area where the thrust bracket is to be installed. Install bracket and repair bottom board with provided bottom board tape. 6. Adjust proper pressure by tightening the nut, until the perimeter joist is square and level. 7. If the "Adjustable Outrigger" is to be exposed to the weather after installation, or installed in highly contusive environment, then it shall be painted with an exterior grade paint. NOTES: 1) The "Adjustable Outrigger' is intended as an alternate to perimeter piers at door and window openings. Page 6 of this manual requires perimeter piers at sidewall door and window openings that are 4 feet wide or wider. 2) The "Adjustable Outrigger' is to be installed at the building site at time of setup. It may be factory supplied and shipped loose or purchased separately by the dealer. The thrust bracket is listed by Preferred Construction Inspections (#1055-11). The threaded rod meets ASTM standard A307-1994 and the nut meets ANSI/ASME standard 818.2.2-1986. All necessary parts for the "Adjustable Outrigger' assembly are included in the package, and are purchased together. 3) The maximum load carrying capacity of the "Adjustable Outrigger' is 1400 lbs. See page 12, Table 3A for required pier loads at door and window openings. r 4) These instructions are applicable ONLY to "The Adjustable Outrigger' manufactured by Manufactured Housing Foundations Systems Inc. (A subsidiary of Oliver Technologies, Inc.). 5) The "Adjustable Outrigger' is to be temporarily removed if the home is to be retransported, and then reinstalled after setup. 6) The "Adjustable Outrigger' is not available for use on 18' singlewides, 14' singlewides with 75.5" I -Beam spacing or 16' singlewides with 82.5" or 75.5" I -Beam spacing. 18 SETUP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL SUPPORT DEVICE MATERIAL TO MAKE LEVEL • Five Gallon Pail with Lid • Plastic Tubing —100 feet x 3/8" or 1/2" • Cork — 1-1/2" • Male Barbed Fitting — 3/8" x 3/4" • Steel Washer — 7/8" • Nut — 3/4 • Female Barbed Fitting — 3/8" x 1/2" • Male Valve —1/2" • Pipe Sealant • Food Coloring — 8 oz. "HOW TO USE A WATER LEVEL' PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is to be used. Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles: To remove any lower valve below bottom of container and open. Close valve when they are out. Container Location: Located so valve can reach all areas of home. Build up container so water line in valve end of tubing is at the predetermined height support devices will be set. Leveling of Support Device: Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 19 SETUP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION The procedure for connecting the homes is as follows. 1. Remove the temporary closure materials (polyethylene and batten strips) and position the halves as close to- gether as possible in the final desired location. Do not remove temporary beam supports until step 7 has been completed. 2. Move the first section of home into its desired position. Block and level it in the same manner as described for a single section home. Skyline Corp. recommends, if possi- ble, the heavy half be blocked and leveled first as it is eas- ier to lift and roll the light half and fit into place. 3. Install sill sealer insulating material (provided) around the ceiling (to the ridge beam at the ceiling panel line), end - walls and floor mating line. Fasten sill sealer with staples or nails. See Figure 5-8A. 4. Slide the two halves together with rolling and jacking equipment. Care must be taken during rolling and jacking operations to avoid overstressing structural members. With the halves together at the floor, align the floors at the ends of the home. It is better to have a minor misalign- ment under the siding where it cannot be seen and will not cause a problem, than a small misalignment that will be observed in the interior of the home. 5. With the home aligned at the floor and supported by its foundation, join the floors using 3/8" x 2-1/2" (4-1/2" lags with double perimeter joist) lag screws 2 to 3 feet on center. The centerline gap at the floor should be a maxi- mum of 3/16" Use the procedures outlined on page 16 to level the home and check supports and footings with ta- bles 2 and 3. 6. To obtain access into the ceiling cavity to bolt or alter- nately lag screw the ridge beam sections together, fold back the underlayment paper and remove the 16" wide sheathing panel(s) at the peak. Note that the shingles may not have been installed on one or both halves, at the 16" wide area at the peak. If one side is shingled, it is intended that the beams be lag screwed together. If nei- ther side is shingled, the beam may be lag screwed or bolted together. Bolts to be 3/8" x 4-1/2" at 48" o.c. with 3 additional bolts at 3" o.c. over interior beam supports. Lag screws to be 3/8" x 5" at 24" o.c. with 6 additional lag screws at 3" o.c. over interior beam supports. (If marriage walls and ridge beam halves have been plated with 3/8" sheathing, then the bolts/lags must be increased in length by 3/4" to 5-3/4".) Predrill 1/4" pilot holes for the lag screws at 1-1/2" down from the top of the beam and with a max- imum offset from the horizontal of 45 degrees. A gap be- tween beam halves up to 1" is allowable. Gaps larger than 1/2" must be filled with plywood or lumber shims. For 1/2" max gaps, increase fastener length 1/2". For 1" max. gaps increase fastener length 1-1/4". See Fig. 5-7. NOTE: (1) WHEN BEAM SUPPORT CONSISTS OF A COLUMN INSTEAD OF CLBEARING WALL USE 3 BOLTS AT 3" O.C. EACH SIDE OF COLUMN (2) BEAM MARKED WITH PAINT AT COLUMN LOCATIONS 2' 48" 48' 48' 48 ROOF RIDGE BEAM ENDWALL HALL BEARING WALL FIG. 5-7 7. Prior to interconnecting the ridge beam halves, examine the ridge beam ends. Should there be a slight misalign- ment, it can be eliminated by placing a jack under the low side of main beam on one half and use the jack to raise the beam. The alignment can be held by properly bolting or lag screwing the beam halves together. See Fig. 5-8. 8. Place additional pier supports at the centerline at the interior column locations marked on the floor with indica- tor straps or paint (see Figure 5-3 and 5-4 and Table 3). Skyline Corp. provides pier location diagrams for all multi - wide models. These diagrams show the required loca- tions of piers and are very useful in determining pier placement prior to taking receipt of home. Additional piers are required each side of exterior doors and sidewall openings greater than 4' in width. See Table 3A for these 20 OW15 48' pier load requirements. 9. Toe -nail endwall centerline studs together using 16d nails 10" o.c. 10. If home has double mating walls, then fasten the mating wall columns together with #8x4" screws 16" o.c. See Figure 5-7A. 18X4" WOOD SCREWS ® 16" O.C. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POST IS CONSTRUCTED FROM 2x4'S OR 2x6'S USE TOE -SCREW LOC (1.1/2" PENETRATION REQUIRED.) MATING LINE .M INTERIOR SUPPORT POST CONFIGURATIONS (TYP.) FIG. 5-7A SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION (continued) NOTE: IT IS IMPORTANTTO HAVE ROOF/CEILING SECTIONS FLUSH AT MATING LINE PRIOR TO FASTENING OF RIDGE BEAM HALVES. IF THEY ARE NOT FLUSH, THEN THE LOW SIDE SHOULD BE RAISED BY JACKING WITH A WOOD POST OR STEEL PIPE WITH A WOOD OR METAL PAD AT THE CEILING. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE SO THAT IT' RESTS ON BOTH HALVES. JACK AGAINST CEILING ONLY IN AREAS WHERE THERE :IS NO MARRIAGE WALL. Pad on ceiling section to be raised. 5 Base over both floors at mating line. FIG. 5-8 FIG. 5-8A ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE Some multiple -wide units will have a gypsum panel left off at the centerline for field attachment. Fasten the factory supplied gypsum wallboard panel(s) at the center of the endwalls after the units have been attached. Fasten the panel(s) to the wall framing as described in figure 5-813 below. Blocking if required, will be factory provided. Centerline of Unit. I i Fasten 5/16" gypsum panels to framing with 3/16'x1" staples or I 4' for field installed 1" washer head screws 6" o.c. around perimeter 812" o.c. in gyp. Panel. the field. Fasten 1/2" gypsum w/1-5/8" x 0.099" gypsum nails 8" o.c. or 1-1/4" type'W' drywall screws 12" o.c. If gypsum is overlaying 3.6mm lauan, then increase fastener lengths 1/4". Gypsum may be glued to framing (optional) in combination with INTERIOR VIEW mechanical fastening above. Use an approved glue. FIG. 5-8B 21 Gypsum Wallboard Panels Center gypsum panel is field installed. required gypsum panels, fasteners and adhesives are supplied by the factory. SETUP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and overturning forces resulting from side winds. A method used is to install ground anchors and tie -down straps in addition to the piers. Tie -downs as described are the minimum nec- essary if the home is to withstand its design loads without dislocation. On multi -section homes, sections must be fas- tened together and level before tie -down straps are installed. WARNING BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE'THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. NOTE: IN THE FRAME TIE -DOWN SYSTEM, IT IS IMPOR- TANT TO USE MATERIALS OF PROPER DESIGN AND OF ADEQUATE QUALITY. THE MATERIAL SPECIFICA- TIONS CONTAINED HEREIN SHOULD BE CONSIDERED AS MINIMUM REQUIREMENTS. Materials not furnished with the home which will be nec- essary to complete the tie -down system must meet the re- quirements set forth below. Such materials would include: 1. Cable or steel strap with a breaking strength of at least 4,725 pounds e.g. galvanized aircraft cable at least 1/4" diameter orType 1, Finish B, Grade 1 steel strapping 1-1/4" wide and 0.035" thick, conforming with ASTM D3953-91. 2. Galvanized connection devices such as turnbuckles, eyebolts, strap buckles, and cable clamps should be rated at 3,150 working load minimum. 3. Ground anchors — capable of withstanding at least a 4725 pound pull. Anchors must be installed as specified by the anchor manufacturer. Stabilizers or concrete col- lars may be required by anchor manufacturer. THE HOME MUST BE IN ITS FINAL LEVEL POSITION PRIOR TO TYING IT DOWN. The procedure for tying down the manufactured home is as follows: 1. Position and install the ground anchors under exterior walls so that the final strap angle and height (H) will be within the limits shown in tables 5 thru 6C. 2. Connect the straps to the frame and ground anchors (See Figs. 5-9 and 5-10). Straps wrapped around the (- Beam as shown in Fig. 5-9 require protection from pre- mature failure due to sharp corners. Fig. 5-9A illustrates one method to protect against sharp corner damage. Other methods (such as beam clamps — Tie -Down Engineering part no. 59003 or equivalent) approved by the local building authority having jurisdiction may be used. 22 3. Tighten the straps using the tensioning device provided with the ground anchors. Use caution to avoid overten- sioning the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to remove slack. Then, after all straps are installed and the slack removed, tension the straps. 4. The strap tension should be rechecked at frequent inter- vals until all pier settlement has stopped. CAUTION: DURING THE RELEVELING PROCESS, DO NOT JACK THE HOME AGAINST TIGHT STRAPS. Protect sharp comers with 26Ga. (0.019" min.) x 2" galvanized steel strapping material formed to fit around beam flanges. Sharp comer protection at top and bottom of beam if strap is wrapped around beam. Unit I -Beam ML FIG. 5-9A SETUP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS (Continued) OPTIONAL OVER -THE -ROOF STRAP PROCEDURE If over -the -roof straps are provided (optional on all homes) they may be connected to ground anchors as specified in the following procedure in order to achieve additional stability in extreme winds. Note that the frame tie -down procedure on page 22 is still mandatory. STEP 1 STRAP BUCKLE NOT PROVIDED PULL TIGHT DOWN TO ANCHOR ",III 10 a oegs��, m J VY� 42 o v OF =ria �= o O AW" r Strap to frame tie -down procedure Note: Beam attachment device may be run to top or FIG. 5-9 bottom of I -Beam if device is approved in that manner. Materials not furnished with the home which will be nec- essary to properly connect the over -the -roof straps are:" 1. Ground anchors capable of withstanding at least 4,750 pound pull when installed in the soil at the site. 2. Strap end connection devices (See Fig. 5-10). THE HOME MUST BE IN ITS FINAL LEVEL POSITION WITH FRAME TIES INSTALLED :BEFORE CONNECTING THE OVER -THE -ROOF STRAPS. The procedure for over -the -roof strap installation is -as follows: 1. Position and install the ground anchors so that the strap will be vertical after attachment to the anchor. The anchor may be installed slightly beneath the home to avoid in- terference with skirting (See Fig. 5-11). 2. Insert the minuteman connector yoke through the eye in the anchor and insert slotted bolt through the yoke.: 3. Place end of strap through slotted bolt and remove slack by turning bolt. DO NOT -TENSION UNTIL BOTH ENDS OF STRAP ARE CONNECTED. 4. Tension and lock minuteman connector in position; con- sult instructions furnished with connectors. 5. Check strap tension (See step 4 under frame tie -down procedure). 6. For double -wide homes see Fig. 5-12 for the splice con- nection at the centerline. MIN. �- MINUTEMAN STRAP DEVICE OR OPTIONAL UNDER -SKIN STEEL STRAP EQUIVALENT (FACTORY INSTALLED) ' -won c f STRAPS TO BE APPROVED ` ANCHOR %+ .a INSTALLED VERTICALLY FIG. 5-10 ANCHOR FIG. 5-11 ANCHOR , 1. Insert end of the strap through the slot on the splice device, allowing 15" of strap to extend DOUBLEWIDE OPTIONAL j through the device. OVER -THE -ROOF STRAPS 2. Make a 180 degree bend in the strap and slide a STEP 1 strap seal over the double thickness of strap, posi- tioning the strap seal as close to the splice device as possible. Compress the strap seal on the strap STRAP SEAL with a pair of vise grip pliers or hammer, or crimp strap seal with an A -B Chance crimping tool. (Make all bends in the strap as sharp as possible by © SPLICE DEVICE STEP 2 crimping with vise grip or larger pliers). 3. Bend strap back over the seal and insert back through the slot on the splice device. Flatten bend with vise grip pliers or hammer. 4. Repeat steps 1 through 3 with the mating strap. STEP 3 Draw the completed assembly down to the ridge 0 beam by tensioning the strap in the ground anchor. FIG. 5-12 23 TABLES STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS - WIND ZONE I sop 136Z973JItZ•I.1 f M JMAX. PIER HEIGHTS FOR STANDARD HEIGHT PIERS - WIND ZONE I .0SIN(.LF_WIDFS *0�&Tjr WIND ZONE I WIDES (inT— -BEAM SPACING (in) - - - - - - - - - 1 - - - to 20 ft WIDES H MIN In 23 12 36 12 42 12 48 - - - 12 32 12 39 12 45 - - - - 12 23 12 30 12 35 12 56 12 14 12 22 12 25 12 29 - - - - 12 19 12 23 12 27 - - WIDES to 36 14 .48 16 60 - - 32 12 44 13 56 - - 23 12 35 12 - 47 12 58 25 17 34 19 42 - - 34 13 31 15 40 - - 16 12 25 12 33 - - In 14 ft WIDES H MIN In In 16 ft WIDES H MIN In In 18 ft WIDES H MIN In In DOUBLE-WIDES MAIN I -BEAM SPACING (in) WIDES (inT— - - - 27.5 - - 12 - 30.5 - - - - - - - - - 1 - - - to 20 ft WIDES H MIN In 23 12 36 12 42 12 48 - - - 12 32 12 39 12 45 - - - - 12 23 12 30 12 35 12 56 12 14 12 22 12 25 12 29 - - - - 12 19 12 23 12 27 - - - - 12 14 12 18 12 21 12 43 In 24 ft WIDES In to WIDES In In WIDES to In 32 ft WIDES H MIN In (inT—_ For doublewldes with V ceiling height and Wind Zone 1. subbed 5' from max. pier height and 5 degrees from max. strap angle. Not applicable to 5/12 or 7/12 roof models. DOUBLE-WIDES WITH 5112 ROOF PITCH MAIN I -BEAM SPACING (in) WIDES (inT— - - - 27.5 - - 12 - 30.5 - - - - - - - - - 1 - - - to WIDES tn (FT-1 DOUBLE-WIDES WITH 7112 ROOF PITCH MAIN I -BEAM SPACING (in) 75.5 E In - - WIDES In - - See Table 5 & 5A for spacing 6" tYp• L - I -Beam A A Strap ,Anchor ANCHOR TIE DOWN DETAIL FIG. 5-13 24 33.1 Buckle - See Fig. 5-9Strap - See —,—page 20 for 1" min. I Main Frame �— H Strap Angle Anchor rated and installed per i. Anchor manufacturer's instructions SECTION A -A •9> TABLE 5A STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLEMIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN STRAP ANGLE 18 DEGREES - MAX. STRAP ANGLE 63 DEGREES - DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. STRAP ANGLE 6 Degrees, 7 Degrees for 32' Wides 4 STRAP ANGLE 63 Degrees, 67 Degrees for 32' Wides 1 70 312 ' b� OF Ud IRS/STRAPS 6'0. 5.5 Degrees for 32' Wides 73 De rees for 32' Wides PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I e®WIND ZONE I MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 75.5 82 99.5 12 ft WIDES H MIN in 12 12 12 66 59 42 14. 13 12 72 72 64 18 17 14 72 72 72 - - 18 - - 72 - - - - - - - - - - - - - - - - - - - - - - - - H MAX in 14 ft WIDES H MIN in H MAX in 16 ft WIDES H MIN in H MAX in 18 ft WIDES H MIN in H MAX in DOUBLE-WIDES MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 75.5 82 99.5 20 ft WIDES H MIN in 12 42 12 67 12 72 12 72 - - - - 12 60 12 72 12 72 - - - - 12 43 12 55 12 65 12 72 12 60 12 72 12 72 12 72 - - - - 12 72 12 72 12 72 - - - - 12 60 12 72 12 72 12 72 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in H MAX in 28 ft WIDES H MIN in H MAX in 32 ft WIDES H MIN in H MAX in See Table 5 & 5A for spacing 5' typ. f T I -Beam A A Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 25 Buckle - See Fig. 5-9 Strap - See page 22 for specs. 1" min I Main Frame H Strap Angle ........... ------------ Anchor rated and installed per 0, Anchor manufacturer's instructions SECTION A -A TIE -DOWN DETAILS FOR EXTRA TALL PIERS (UP TO 8811) . WIND ZONE I ONLY TABLE 5B Straps and 99.5" anchors to be la 'I instiilled 6'-0" o.c. maximum. =12 TYPICAL SINGLE -WIDE 99.5", except 24' wides may be 99.5", 82" or 75.5" ��e°�,Y T. A e I H TYPICAL DOUBLE -WIDE - 13121 OF Straps and anchors to be installed 12'-0" o.c. maximum. 8'-0" o.c. maximum for units with 5/12 roof pitch. ,A Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 22 for strap material specification, connection to I -Beam and all other setup information. 3) See page 9 for required pier construction. 26 NOMINAL UNIT WIDTH Sing/ewides Doublewides Doublewides with 5112 Roof Pitch 14' 16' 24' 28' 32' 28 32' Strap Angle, A de Tees Min. 8 8 9.1 12.1 15.7 10 7.5 Max.. 69.9 63.9 39.9 34.6 32.2 34.6 32.2 Pier Height, H inches Min. 12 12 18 28 40 23 19 Max. 88 88 88 88 88 88 88 Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 22 for strap material specification, connection to I -Beam and all other setup information. 3) See page 9 for required pier construction. 26 STANDARD -TIE -DOWN . DETAILS &. sa." = F a Q7 T1 >• F -1-a TABLE 6 z � N � O O F mW j _Q W WW Q N � STRAP ANGLE V=:IT -1 J- -4 ANGLE F= 1 _ SEE NOTE n SIRAP ANGLE ANCHOR 10 BE RATED FOR 3684JI OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) SINGLE -WIDE INSTALL STRAP a ANCHORS 6'-B' ® ZONE II 5'-4' @ ZONE 111 a 4'-0' @ ZONE I a II FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION It STRAP ANGLE LIMITATIONS SEE NOTE I1 F= ==I I F -a F!-R � STRAP ANGLE ANCHOR TO BE RATED FOR 36841 OF MORIGNG STRESS, TOTAL FOR BOTH SIRAPS.__'__� (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) DOUBLE -WIDE * : USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE W1DES. WIDTH WIND ZONE II MIN. a MAX. MIN. 6 MAX. ELEVATION DIAGONAL STRAP ANGLE WIND ZONE III MDL a MAX. YIN. 6 MAX. ELEVATION DIAGONAL STRAP ANGLE 12' 14' TO 15' 25' TO 40' 14' TO 26' 25' TO 41' 14' 12' TO 17' 20.5' TO 40' 12' TO 28' 20.5' TO 41' 12' SHED ROOF 25.1' TO 34.6' 41' TO 50' 25.2' TO 34.6' 41' TO 50' 14 SHED ROOF 23.4 TO 38.4 36' TO 50' 23.4 TO 38.4 36' TO 50' 16' 16" TO 36' 20.5' TO 40' 15.5' TO 38' 19.5' TO 41' 18' 20' TO 44" 20.5' TO 40' 19" TO 4Y 19.5' TO 41' 20' OR 21' 12' TO 15' 34' TO 40' 12' TO 16' 34' TO 42' 24' 12* TO 22' 24.5' TO 40' 12' TO 3.5' 24.5' TO 42' 28' 1 12* TO 23.5' 23' TO 40' 12" TO 25.5' 23' TO 42' 32' 12' TO 33' 16.6' TO 39.3' 12' TO 36' 16.6' TO 41.8' NOTES : ' 1.) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM 8 OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL 2.) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE : A) THE MINIMUM ANCHOR CAPACITY REQUIRED ; B) ANCHORS SHOULD BE CERmEO BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE, BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED; C), GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST UNE AND BE AT LEAST 11 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BEANSTAl1.ED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED 10 PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES; E) ANCHORING EQUIPMENT SHOULD BE CERTIFIED BY A PROFESSIONAL ENCINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3.) ANCHORS RATED 0 3150] OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED F STRAP k ANCHOR SPACING IS REDUCED 10 5'-8' 0 WIND ZONE II AND 4'-6' 0 WIND ZONE IL STRAPS AND ANCHORS MAY BE INSTALLED 4'-0' O.C. ON SIZED ROOF SINGLEWIDES WITH ANCHORS RATED 0 3150f 4.) THE A -B CHANCE STRAP SEAL DEVICE DEPICIED BY FIG. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEWIDE CENTERLINE STRAPS TO CROUI4D ANCHORS. 5.) STANDARD TIE -DOWN DETAILS ARE NOT APPUCABLE TO 5/12 ROOF PITCH DOUBLEWIDES 0 WIND ZONE II k !I. SKYLINE CORP. 27 Sidewall straps are factory installed. z Ground anchor (typical). TIE -DOWN DETAILS FOR 5/12 ROOF PITCH DOUBLE WIDES AT WIND ZONE 11 & 111 TABLE M Optional Strap location A2 Standard Strap location 1 Al NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. 3) See page 22 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 28 Straps and Anchors to be spaced 6'-0" o.c. max. @ Zone II 5'-4" o.c. max. @ Zone III. T. SOF --ooQooaoaao•" WIND ZONE Il (100 mph) Unit Width H max. H min. Angle max. Angle min. 24' 48" 12" 23.2 degrees 6.12 degrees 26' 48" 12" 20.3 degrees 6.12 degrees 28' 48" 12" 20.3 degrees 5.28 degrees 32' 48" 12" 18.96 degrees 4.91 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. 3) See page 22 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 28 Straps and Anchors to be spaced 6'-0" o.c. max. @ Zone II 5'-4" o.c. max. @ Zone III. T. SOF --ooQooaoaao•" WIND ZONE 111(110 mph) Unit Width H max. H min. Angle max. Angle min. 24' 30" 12" 15.0 degrees 6.12 de rees 26' 30" 12" 13.85 degrees 6.12 degrees 28' 32" 12" 13.85 degrees 5.28 de rees 32' 32" 12" 12.9 degrees 4.91 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. 3) See page 22 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 28 Straps and Anchors to be spaced 6'-0" o.c. max. @ Zone II 5'-4" o.c. max. @ Zone III. T. SOF --ooQooaoaao•" TIE -DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS TABLE 6B Factory Installed sidewaU strap. Not required at Wind Zone 1. Z' Ground endror (typicaq. � YT•tid Alternate Tiedown Strap location. Wind �f•lZ•,OZ. Zone II or III only. Standard Tiedown SrATff OR Alternate Standard • •4 / strap \ Strapl i°" strap •. '•.bp�gNP,• angle (A). angle (A)• ••i R�..- wmm 'Wome 1=111 ii � z ME Alternate Tiedown strap location. Factory Installed Wind Zone II or III only. sidewall strap. Alternate Standard Tiedown Not required at Strap Strap location Wind Zone 1. angle (A)I Standard strap angle (A). Ground anchor (typical). __i STANDARD TIE -DOWN STRAP LOCATIONS Straps and Anchors to be spaced 12'-0" o.c. max. at Wind Zone I. 8'-0" o.c. max. on 5112 roof pitch units a@ Wind Zone 1. 5'-0" o.c. max. at Wind Zone II. 4'-0" o.c. max. at Wind Zone Ill. ALTERNATE TIE -DOWN STRAP LOCATIONS 28' Doublewides 32' Doublewides 14' Sin lewides 16' Sin lewides 28' Doublewides 32' Doublewides with 5/12 roof pitch with 5112 roof pitc! 48" 48" 48" 48" _ V of H min. 14' Sin lewides 16' Sin lewides 28'. Doublewides 32' Doublewides 28' Doublewides with 6112 roof pitch 32' Doublewides with 6112 roof pitch _ H max.) 32" 44:5" 36" 49.5" 25.25" 27.5" C c H min.) 12" 14" 12" 12" 12" 12" 3 N A (max) 45.0 degrees 46.0 degrees 50.0 degrees 51.0 degrees 40.0 degrees 34.5 degrees 20.0 degrees A (min) 19.0 degrees 18.0 degrees 7.0 degrees 10.0 degrees 6.5 degrees 6 degrees _ H (max.) 28" 37" 25" 35" - - c c H (min.) 13" 17.5" 12" 12" - - 3 N A (max) 41.0 degrees 40.5 degrees 41.5 degrees 41.0 degrees - - A (min) 22.0 degrees 22.0 degrees 23.0 degrees 16.6 degrees - __ max. 33" 44" 29" 41"c •(min.) 12" 15.5" 12" 12"p(mex)45.7 rA d rees 45.5 d rees 45.8 degrees 45.5 de reesN(min) 20.4 degrees 19.7 d rees 23.0 degrees 16.6 degrees - - ALTERNATE TIE -DOWN STRAP LOCATIONS 28' Doublewides 32' Doublewides 14' Sin lewides 16' Sin lewides 28' Doublewides 32' Doublewides with 5/12 roof pitch with 5112 roof pitc! 48" 48" 48" 48" _ V of H min. 12" 12" 12" - - 12" - - 3 N A (max) 20.0 degrees 18.6 degrees 20.6 degrees 19.0 degrees - - A min 5.2 dearees 4.8 degrees 5.4 d rees 4.9 degrees H max. 48" 48" 48" 48" - - c m H (min.) 12" 12" 12" 12" 3 p A (max) 20.0 degrees 18.6 degrees 20.6 degrees 19.0 degrees - - N A (min) 5 2 degrees 4 8 dearees 5 4 degrees 4 9 daeraac I - NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) See page 20 for strap material specification, connection to I -Beam and other setup information. 3) Main I -Beam spacing to be 99.5" min. on all units. 4) Not available on 5/12 roof pitch units at Wind Zone II or III. a I -BEAN I BEAM TAG UNIT I -BEAU— L TYPICAL DOUBLEWIDE W/TAG GROUND ANCHOR/ LQNg1lD[NAL TIEDOWNS MAK HORIZONTAL ANGLE (SEE TABLE) I -BEAN TOP VIEW END OF HOME MAIN I -BEAM I I LONGITUDINAL 71EDOWNS L _J T— I NAKCLE (gE TAAHLEEJ 4 ,,o�e3aeaeae o®s T. ••w �aCs�STtr °•° ` • odo a • r 4 _ - • s . 0 FRONT OR REAR CROSS MEMBER \ FRONT OR REAR CROSS MEMBER GROUND ANCHOR GROUND LEVEL VERTICAL ANGLE IS MEASURED FROM STRAP TO LEVEL HORIZONTAL PLANE 0 ANCHOR. TYPICAL SINGLEWIDE TYPICAL DOUBLEWIDE -I HEM 1----- ---=- 7. BUM -zl-ff1----------- TYPICAL TRIPLEWIDE MAIN I -BEAM \ SHOULDER -TYPE EYE BOLT, /NUT k WASHER NOT PRONDED OI STRAP—/ CABLE -FRAME TIEDOWN CONNECTION SIDE VIEW FILL HH 9321 2 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II vol t $EC 4 NOMINAL UNIT WIDTH (feet) ILL. 48 PAGE 25 SNGLEWIDESDOUBLEWIDE9 DOUBLEWIDES W/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 1 26` 1 28' 1 32' 1 24' 1 26' 1 28' 1 32' TRIPLEWDES TAG UNITS 2 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE 111 NOMINAL UNIT WIDTH (feet) SNGLEWIDES DOUBLEWIDES I DOUBLEWIDES W/S/12 ROOF PITCH ANGLES 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH Ifeet) SNGLEWIDES DOUBLEWIDES DOUBLEWDES W/5/t2 ROOF PITCH ANGLES (DEGREES) 1 12' 1 14 16` 1 18' 1 24 26r1 28 32 24`1 26 28 1 32 TRIPLEWDES TAG UNITS 4 TIE -DOWN STRAPS FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feetl SNGLEWIDES DOUBLEWIDES I DOUBLEWIDES W/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 1 16' 1 18' 1 24' 1 26' 1 28' 1 32' 1 24' 1 26' 1 28' 1 32'TRIPLEWIDES TAG UMTS MAX. VERTICAL ANGLE 56 49 1 41 1 31 1 54 1 51 1 47 1 39 1 49 1 45 1 41 1 28 1 42 1 NA NOTES: TABLE 6C 1.) LONGITUDINAL TIEDOWNS ARE IN ADDITION TO DIAGONAL TIEDOWNS ALONG THE MAIN RAILS. 2.) GROUND ANCHORS, STAPS & CABLES (INCLUDING EYEBOLT, NUT, ETC.) SHALL BE CAPABLE OF RESISTING AN ULTIMATE LOAD OF 4725 lbs. (3150 lbs. DESIGN) MIN. INSTALL GROUND ANCHOR IN ACCORDANCE WITH GROUND ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE NOTE 2 PAGE 25. 3.) ANCHORAGE SYSTEM SUBJECT TO LOCAL INSPECTION AT THE TIME OF INSTALLATION. 4.) OTHER METHODS APPROVED BY LOCAL BUILDING AUTHORITIES MAY BE USED. 5.) LONGITUDINAL TIEDOWNS ARE NOT REQUIRED AT WIND ZONE I. 6.) IF A DOUBLEWIDE UNIT HAS A ROOF PITCH EXCEEDING 3/12 (i.e. 4/12) THEN USE 5/12 ROOF PITCH REQUIREMENTS. 30 SETUP PROCEDURES (Continued) TIE -DOWN STRAP INSTALLATION EXAMPLE To properly install ground anchors and tie -down straps for a home, certain criteria must be established. This criteria is as follows: 1. Width of the home. 2. Main I-beam spacing of the home. 3. Wind Zone area where home is to be placed. 4. Distance from bottom of I-beam to ground. 5. Torque reading of the soil. 6. Nominal roof pitch of unit (for double-wides). For this example assume the home being installed is a 14 foot wide (single -wide) by 66 feet long. The home is being installed in Wind Zone I, and the main I-beam spacing has been established at 99-1/2 inches. The home has a 12 inch tall I-beam, and the clearance from the I-beam to the ground is measured at 20 inches. To determine the distance (H) from the ground to the underside of the floor add the I-beam depth (12") to the clearance between I-beam and the ground (20"). Therefore H = 12" + 20" = 32". From Table 5 on page 22 (Wind Zone 1) determine the maximum allowable strap spacing. Enter table at left hand side for 14' wides, and check the maximum pier height (H) for 99.5" I-beam spacing. H max. = 35" with straps/anchors spaced at 12' o.c. maximum. Therefore, tie -down strap 31 spacing should not exceed 12 foot on center. If the home were placed in a Wind Zone II or III area, the tables on pages 26 or 27 would be used. Next, determine the correct soil anchors to be used. An anchor soil test probe is required to test the soil where the example home is to be set. The soil test probe looks like a long drill bit with a fitting at the top which accepts a torque wrench. The torque required to turn the probe, when the probe reaches the desired anchor depth is measured. The anchor manufacturer provides a chart relating the measured torque value to the type of anchor required to provide the desired holding force. AN INCORRECTLY SELECTED ANCHOR WILL NOT PROVIDE THE REQUIRED LOAD RESISTANCE. For this example, assume a torque of 300 inch -pounds was measured at a probe depth of 4 feet. A class 4 soil is indicated from the anchor manufacturer data. The correct anchor would be identified and rated for a class 4 soil. Soil anchors must be installed as directed by the anchor manufacturer. If the direction of the pull is not in line with the shaft of the anchor, a concrete cylinder collar or a ground anchor stabilizer plate is required. The anchor manufacturer installation instructions should describe the correct anchor placement with regard to direction, water table level and frost line location. SETUP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE HARDBOARD SIDING Fasten the precut strip of Masonite with 8d galvanized nails (head should be painted to match the siding) 4" o.c. around the perimeter and 8" o.c. on the intermediate studs. Apply trim and caulking at the centerline, horizontal joints and Note: Use 8d galvanized Figure A box nails w/min. 3/16' Vertical Masonite Application dia. heads at 4" o.c. around perimeter and 8" o.c. at intermediate 16" o.c. max. studs. typical studs 3/8" 1-1/8" Typ. Perimeter Joist Unit Centerline Stain bottom edge Figure C Vertical Joint r .::....:......::.;:.;::.;;::: ::.::::: ::..:...... .......... Masonite Siding Masonite Siding Use 8d galvanized box nails 4" o.c. w/min. 3/16" dia. heads - Figure E 8" Typ. At Wind Typical Window Trim Application Zone I, 6' Typ. A7�t Caulk with butyl Wind Zone II &I / caulking to match trim I • • Butyl caulking to • match trim (fill • rabbetted area) • e 1/,' 1 Typ Use 8d galvanized box nails w/min 3/16" dia. heads around windows (if required) as illustrated by the details in Figure 5-18. (In cases where the Masonite has to be cut to fit in the field, the ripped edges should be stained to match the siding with acrylic latex stain). ` Figure B Double Wide Masonite Close -Off Application Unit Centerline Butyl caulking o at joint �l 1 Masonite Close -off field installed w/8d galvanized box nails 8" o.c. at Wind Zone I, 6" o.c. at Wind Zones II and III. Stain edges to match Masonite (See note 1) Figure D Horizontal Joint Masonite Siding Caulk joint w/Butyl caulking F Masonite Strip (rip I from siding sheets) Stain Edges to match Masonite Siding (May be lap siding) Masonite Siding 8d galvanized box nails 4" o.c. Use 8d galvanized box nails 4" o.c. NOTE: 1. All ripped edges to be stained with matching acrylic latex stain from siding mfg. 32 FIG. 5-18 SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE VINYL LAP SIDING Apply a 2" wide strip of duct tape at the marriage joint of the endwalls for the entire height of the walls. Apply the duct tape directly over the sheathing. The siding panels should be attached using galvanized steel or aluminum 16 ga. 1/2 by 1" staples. (6d galvanized nails may also be used). Staples should be driven so that there is a 1/32" clearance between the siding and staple crown to allow some lateral movement. Fasten every 16" at the stud location. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leave a 1/4" space at corner posts and 'J' channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory. Vertical butt joints in panels should overlap 1 ". Do not fasten the panel within 4" of the joint. Install vinyl, aluminum, felt or other suit- able material for flashing at bottom corners of doors and windows per Figure 5-19 Detail E. Apply caulk around siding and light :blocks, water faucets, or other small penetrations. Install successive courses similarly to the first. Butt joints in adjacent courses should be offset by aty least 24". Joints in alternate courses should be aligned vertically (See Figure 5-19 Detail B). Panels will have to be cut at headers and sills. A single panel should extend without joints across the width of the opening. When cutting a panel at a sill, measure the dis- tance between the bottom of the opening and the top lock of the lower course, then deduct 1/4" (See Fig. 5-19 Detail C). Slide the cut panel into the under sill trim and install. Note that the under sill trim piece may have to be furred to main- tain the proper pitch of the siding. Measure and cut the header panel in the same manner as indicated above. The top sections at the gable will need to be angle cut. Use two scrap pieces of siding to make a pattern (See Fig. 5-19 Detail D). Interlock one piece with the siding panel below. Hold the other piece on top against the gable. Mark a line on the bottom piece and cut. Use this piece as a pattern for cutting gable pieces. Install the gable pieces by inter- locking with the lower course, sliding into the gable 'J' rail and fastening. APOW APOW � L � DETAIL A DETAIL B FIG. 5-19 33 DETAIL C MARK ANGLE Z SCRAP FOR CUT r PIECES OF / SIDING _ PATTERN FOR / ANGLE DETAIL D J -TRIM /� o �; i (� pVERTE2 ALL. PUPF05E TRW \Z i DETAIL E SETUP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE JAMES HARDIE "HARDIPLANK" OR "HARDIPANEL" SIDING fasteners evenly spaced between studs into sheathing at "Hardiplank" and "Hardipanel" are fiber -cement siding Wind Zone II and III only. "Hardiplank" siding is not allowed panels. "Hardiplank" is a lap style siding, and "Hardipanel" is within 3 feet of a sidewall/endwall comer at Wind Zone III. a panel type siding. Fasten the siding panels to framing Finish siding by painting with a exterior grade, semi -gloss members with 6d galvanized nails (2" long min. - 2-1/4" with acrylic or latex paint. All ripped edges of panels should be "HardiPlank" at Wind Zones II and III) per the details shown in painted to match. Figure 5-20 below. "Hardiplank" siding requires 2 additional Figure A Hardiplank Siding 1/4" to 1/2" I Figure C Hardiplank Siding 1'k1" Wood 11 Starter Detail Figure B Rim Joist or Exterior wall Hardiplank bottom plate Siding 1" Lath starter strip 1'9Q" 4YVVU QLUlJb Figure D Lap joints must fall at stud. Stagger joints at least 2 stud bays. 48" min. between joints at same course. 2 Stud Fasten with 6d nails bays required from wall 12" to 16" o.c. comer to 1 st joint. Inside Comer Figure E 6d nail req'd at each stud location (16" o.c.). 2 additional nails req'd at Wind Zones II and III. These fasteners shall be evenly spaced between studs into a 3/8" (min.) structural sheathing. 1-1/4" min. Outside Comer Fasten with 6d nails 12" to 16" o.c. Lap Joint Figure F Window frame 3rdiplank ding 3/4" to 1" Hardiplank Siding Flash, shim, gap 3/15' and caulk. 34 This fastening styli is req'd at Wind HardiPlank Nailing zones II 8 III. Window Detail Figure G //2" min. from comers 111 NOTE: 6d nails 1 " o.. edges 812" o.c. in • ... ..... ....... ' • • • Double studs are required within 3 feet of a sidewall/endwall q field at Wind Zone I. ' ' comer at Wind Zones II and III. Fasten HardiPanel siding 6d nails 5" o.c. at panels to both studs at double stud locations. edges 8 5" o.c. in ' field at Wind Zones II • • .. • Cover joints 8 III. • • with lumber Hardipanel battens or • caulk l Siding • • • • • •-•-•x►• 3/8" min. 318" min. HardiPanel Application FIG. 5-20 34 SETUP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1. Fold back underlayment paper. 2. Remove the 16 inch wide sheathing at the ridge beam of one or both halfs which was temporarily secured to the roof at the factory. 3. Bolt the ridge beam together as outlined on page 20. For models with heat ducts in the roof cavity make the interconnection of two units by running the provided flexible duct through the access hole in the ridge beam. After the mechanical connection is made, tape the joint with 2 inch wide duct tape. 4. See Fig. 5-21. Reinstall the 3/8" x 16" wide sheathing by first reinstalling the factory provided sheathing panel clips (2 per bay), then fasten using 15 gauge x 7/16" x 1-1/2" staples or 8d twist nails 4 inches on center at butt joints and at each truss between joints. Special fastening may be required at trusses located over shearwalls. These trusses will be marked with a paint spot on the truss top chord. Fasten roof sheathing to these trusses with fasteners spaced 2" o.c. (3" o.c. — if truss is doubled — to both trusses). 5. If home is to be set in a Wind Zone II or III area, then apply a 6" wide strip of asphalt cement to the roof decking on both halves of home, directly adjacent to the roof peak. 6. Tack roof underlayment paper back in place. 7. Staple additional underlayment strip down, centered at ridge. 8. Fasten drip cap to sheathing at roof edge (above felt). 9. Complete installation of shingles (See Fig. 5-22). 10. Cut shingles for ridge cap and install as shown in Figures 5-24 and 5-25. NOTE: TO PREVENT WIND LIFTING AND POSSIBLE LEAKAGE, THE RIDGE CAP SHINGLES SHOULD BE ORIENTED WITH RESPECT TO PREVAILING WINDS AS INDICATED IN FIG. 5-25. 11. Install closure cap at eave joint (See Fig. 5-26). 12. See supplement for ridge vent if applicable. 35 Field installed sheathing 16" Site installed shingles Ridge Shingles \ Undertayment paper (4 or 5 courses) Underlayment strip. 4n` 18" shingle -� /✓Sheathing 24" shingle 24" shingle n 30" shingle 36" shingle Underiayment paper folded See Fig. 5-23 for back for beam bolting. \ fastening requirement Ridge beam Drip cap If the roofing in the area of the front rake has been covered to protect from wind damage during transit, the protective covering and fasteners are to be carefully removed. Seal the fastener holes with asphalt roofing cement. FIG. 5-21 FIG. 5-22 OPTIONAL CENTERLINE METAL FLASHING AND SHINGLE INSTALLATION. 10" strip of underlayment paper installed over metal flashing and below shingles. Shingle ridge cap - install per figures 5-23 thru 5-25. Install shingles (each section) to centerline. 8"x32Ga. (min.) or .019" (min.) aluminum metal roll flashing. Fasten with 1"x1- - 1/4"x16Ga. Galvanized staples or roofing nails at 16" o.c. both sides. FIG. 5-22A 35 SETUP PROCEDURES (Continued) DOUBLE WIDE SHINGLED ROOF FASTENERS: USE I" -CROWN X ["LEG IG GA GALVANIZED STAPLES OR Ij/4" 12 GA. GALVANIZED ROOFING NAILS WITH %' DIAMETER HEADS 3G' SHINGLE x x x x 12 WIND ZONE I 3G" SHINGLE x X X x x x 12n WIND ZONES I= NAIL I" FROM EACH END 5 5/BABOVE EXPOSED BUTT 8 %ABOVE EACH CUT OUT FIG. 5-23 NAIL OR STAPLE RIDGE SINGLES AS INDICATED. SEE FIG. 5-23 FOR FASTENER SIZES. 20 } 2 Q� O 4 5u EXPOSURE RIDGE LINE FIG. 5-25 36 r CUT SHINGLE INTO 3 PIECES AS SHOWN BY DOTTED LINE 1 I 2 I 3 FIG. 5-24 SETUP PROCEDURES (Continued) DOUBLE -WIDE UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTION OF DOUBLE-WIDES Bonding Chassis halves floor joist construction are to be bonded together with the provided bonding wire and lugs (See page 51). Electrical Crossover NOTE: ALL ON-SITE ELECTRICAL WORK MUST BE PERFORMED BY QUALIFIED PERSONNEL. BEFORE CONNECTING ELECTRICAL CROSSOVER ASSURE THAT POWER HAS NOT YET BEEN CONNECTED. Endwall Crossover . The procedure for this interconnection is as follows: 1. Feed wires from side B through metallic wire protectors into junction box or Sub -Panel in side A (See Fig. 5-27). 2. Staple wires within 8 inches of junction box or Sub -Panel to side of stud at centerline of stud. 3. Remove cover from junction box inside home; cut wires to length allowing a minimum of 4 inches of free wire extending from box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits) with the provided wire nuts. 5. Push wires into box and replace cover. NOTE: SOME MODELS MAY HAVE ELECTRICAL CROSSOVERS AT FRONT AND REAR. Below Floor Crossover The correct procedure is as follows: Remove the pull box covers and install the provided con- duit and conductors between the boxes (See Fig. 5-28). SII Side A Endwall ACCESS TO JUNCTION Ene dwall Si /BOX -INSIDE HOME SidB ` FACTORY INSTALLED — — — WIRE PROTECTORS I FIGS -27 PULL BOX PULL BOX FIELD INSTALLED CONDUIT & CONDUCTORS (MATERIALS PROVIDED) FIG. 5-28 2. Using the provided wire connectors, connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits).. 3. Push wires into boxes and replace covers. . . Below Floor Crossovers In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access covers and cut bottom, board for access to wires (See Fig. 5-28A). 2. Feed wires around bottom of marriage line floor joists and into junction box. 3. Cut wires to length allowing a minimum of 4" free wire extending into box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 5. Replace access covers and tape bottom board with provided tape. In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access cover to pull box and cut bottom board on opposite half for access to wires (See Fig. 5-286). 2. Feed wires through hole or notch in joists into junction box. 3. Attach wires as described in steps 3 and 4 for endwall crossover. 4. Replace access cover and tape bottom board with pro- vided tape. 37 SETUP PROCEDURES (Continued) UTILITY INTERCONNECTION In Floor Cable Splice The correct procedure is as follows: 1. Remove bottom board access covers (See Fig. 5-28C). 2. Feed cable through hole or notch in joists. 3. Connect cable splice together. 4. Replace access covers with provided bottom board tape. DUCT NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT STRAPS (TYP.) Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connect cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method of installation for the standard design is as follows: 1. Connect each end of the provided insulated 12" diame- ter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connector. 2. After mechanical connections are made, tape each con- nection with 2 -inch wide duct tape to ensure an airtight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with stan- dard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). CROSSOVER DUCT FIG. 5-29 38 DUCT NOTES: 5 STRAPS AS SHOWN TO FLOOR JOISTS. MINIMUM CLEARANCE TO GROUND TO BE 4". Cable Splice Hole or no in joists FIG. 5-28C Endwall 20 Amp Non - studs Metallic cable EQerlor access panel Pllce •Type NM -mor on both cable splice halves. manufactured Fasten with by Molex -etc wood screws (part no. to wan studs 19045). Factory installed wire protectors over notches In studs Marriage Line for During transit free ends of cable are coiled and secured in the wall cavity. Double wide FIG. 5-28D DUCT NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT STRAPS (TYP.) Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connect cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method of installation for the standard design is as follows: 1. Connect each end of the provided insulated 12" diame- ter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connector. 2. After mechanical connections are made, tape each con- nection with 2 -inch wide duct tape to ensure an airtight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with stan- dard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). CROSSOVER DUCT FIG. 5-29 38 DUCT NOTES: 5 STRAPS AS SHOWN TO FLOOR JOISTS. MINIMUM CLEARANCE TO GROUND TO BE 4". SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION 4. Connect the flexible ducts together per the provided. Heating Crossover with V Bonnet manufacturer instructions using the splicing collar provided. Some double -wide units will require a V -Bonnet duct 5. Install a strap around duct and attach to the rim joists. connector to be installed prior to connection of the crossover 6. Tape bottom board closed with provided tape. ducts. The proper method of installation is as follows: The method of installation for the optional design with Integral floor/frame or Perimeter frame is as follows: 1. Locate crossover locations as indicated by spray paint on rim joists and bottom board. 2. Cut out bottom board at rim joists for crossover connec- tions. 3. Cut the bottom board below floor for access to flexible ducts (See Fig. 5-29A). 4. Extend the flexible ducts through the cutouts in the rim joists from the half with the furnace to the other half. 5. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided. 6. Push the floor insulation against rim joist and tape bot- tom board closed with provided tape. INSULATIONRIM JOIST FLEXIBLE DUCT FLOOR DECKING 'rte s%.. 11 \ 111\����I 1 1 1 i i 1 1\ v PLYWOOD REINFORCING BOTTOM BOARD / 1 1 1 1 1 < , , , ' , , , I )� PLATE (TYR EACH SIDE) J_L LL1_:-� STRAP SPLICING COLLAR OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE DUCT RIM JOIST SPLICING COLLAR FLOOR DECKING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LSL OR LVL BEAM s/ INTEGRAL FLOOR FRAME STEEL I -BEAM w/PERIMETER FRAME BOTTOM BOARD/_ r ACCESS AREA PP.) OPTIONAL CROSSOVER DUCTS FOR INTEGRAL FLOOR/FRAME OR PERIMETER FRAME. FIG. 5-29A 1. Remove axle if required for access to furnace area. 2. Fit tabs inside V -Bonnet and secure with #8x3/4" screws in holes provided on tabs (3 per side —12 total) (See'Fig. 5-296). 3. Install flexible crossover ducts per the standard crossover duct design described on the previous page. 39 Floor Joist Bottom Board ; ; ; Unit I -Beam V -Bonnet As Viewed from below FIG. 5-29B Gasline Crossover Applicable only to models with gas appliances on both halves. The listed flexible connector supplied with the home must be used to make the connection. This connector will be located beneath the home. NOTE: DO NOT USETOOLSTO CONNECTOR REMOVE FLEXIBLE CONNECTOR QUICK DISCONNECT. 1. Remove protective caps from the connector. 2. Connect the quick disconnect fitting. 3. Test for leaks with soapy water. Waterline Cross Connect Applicable only to models with plumbing on both halves (See Fig. 5-30, 5-31, and 5-31 A). 1. Remove the shipping caps from water lines and install provided connector. 2. Check for leaks. 3. In areas where exposed piping is subject to freezing, protect exposed piping with heat tapes listed for use on manufactured homes, and insulation. It is recom- mended that only U.L. listed heat tapes be usedand installed in accordance with their listing. SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of factory supplied parts (refer to drainage of 2 bath models, page 48), or when the below floor plumbing is factory installed, a flexible coupler is used as follows: Use only the approved flexible coupler provided (1-1/2 inch, 2 inch or 3 inch, as required). See Fig. 5-32. 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. �DRAINAGE PIPE APPROVED FLEXIBLE FIGS -32 COUPLER METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded wash- ers secured to the roof truss with #8 x 1-1/4' screws, placed in rows of four across with width of the roof and spaced at approximately 48" o.c. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the truss. After application, the screw heads and washers are to be sealed with a roof sealant material. 40 INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POWER IS OFF BEFORE INSTALLING LIGHT. The correct procedure is as follows: 1. Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with Masonite or vinyl siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. NOTE: SOME LIGHTS WILL USE TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED 3 FACTORY INSTALLED ROD VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as foun- dations, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ventilation openings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which readily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. ALT. WATER LINE CROSSOVER HOLES W SIDE JOIST BRASS ADAPTER COPPER FLEX Pin BOOR DECI(BTG� O O ------------ z----�------------- . L:ZZZZ::t BRASS ADAPTER WSUTARON c NOTE : FIG5 -30 WRAP WATER UNE CONNECTOR INSPECRON AND ACCESS COVERS 1NIHAWMARON W FREEWG�.I TO PERMIT . a =D �} FLOOR 7 MAKE WATER CROSSOVER WITH CONNECTORS PROVIDED WITH FIG. 5-31 THE HOME Alt. Water Line Crossover Centerline Access Access Panels panel FIG. 5-31A frame Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of factory supplied parts (refer to drainage of 2 bath models, page 48), or when the below floor plumbing is factory installed, a flexible coupler is used as follows: Use only the approved flexible coupler provided (1-1/2 inch, 2 inch or 3 inch, as required). See Fig. 5-32. 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. �DRAINAGE PIPE APPROVED FLEXIBLE FIGS -32 COUPLER METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded wash- ers secured to the roof truss with #8 x 1-1/4' screws, placed in rows of four across with width of the roof and spaced at approximately 48" o.c. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the truss. After application, the screw heads and washers are to be sealed with a roof sealant material. 40 INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POWER IS OFF BEFORE INSTALLING LIGHT. The correct procedure is as follows: 1. Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with Masonite or vinyl siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. NOTE: SOME LIGHTS WILL USE TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED 3 FACTORY INSTALLED ROD VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as foun- dations, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ventilation openings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which readily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING GAS DRYER INSTALLATION Homes factory equipped with an electric dryer receptacle will also have the moisture -lint exhaust system roughed -in. To complete the moisture -lint exhaust system the following must be performed: 1. Remove the covers over the vent hole in the floor. 2. Push the duct through the hole provided in the floor and connect to the dryer in accordance with the dryer manu- facturer's instructions. NOTE: Some dryer manufacturers require that metallic duct be connected to the dryer and routed through floors and/or sidewalls. 3. Secure the termination fitting at the outside edge of the floor. NOTE: The termination fitting must be installed such that the dryer does not exhaust beneath the home. This may be accomplished by attaching the fitting to a piece of exterior. grade plywood or, if the home is skirted, directly to the skirting. 4. Secure the flexible duct to the termination fitting with the provided clamp. (Do not use sheet metal screws or other devices which extend into the interior of the duct.) 5. Seal the duct penetration through the floor with a good grade of caulking. CAUTION: MATERIALS WHICH MAY BE PROVIDED FOR THE MOISTURE -LINT EXHAUST SYSTEM ARE NOT ACCEPTABLE FOR INSTALLATION OF GAS DRYERS. Homes factory equipped with a gas dryer will also have the moisture -lint exhaust duct and termination .fitting pro- vided. To complete a roughed -in system follow steps 1-5 under Electric Dryer Venting. Homes with "stubbed -in" gas service will also have the moisture -lint exhaust system roughed -in. However, the ex- haust duct and termination fitting are not provided. Such termination fittings should be supplied with the dryer at time of installation. The gas connection and completion of the moisture -lint exhaust system must be made by qualified personnel in accordance with the dryer manufacturer's installation instructions. The gas connection must be tested (See Utility Hook-up and Testing) prior to use of the appli- ance. To complete the moisture -lint exhaust system, follow steps 1-5 under Electric Dryer Venting. GRILL/RANGE VENTING When a home is provided with a combination range (cook top)/grill that contains its own exhaust system, the exhaust must be routed such that it does not terminate beneath the home. To complete the exhaust system the following must be performed: 1. Remove the cover on the factory installed exhaust pipe protruding from beneath the floor in the vicinity of the range. 2. Secure the provided termination fitting at the outside edge of the floor. 3. Run the provided flexible metallic duct between the elbow protruding from the floor and the termination fit- ting. Support the duct and make the connections per the manufacturer's installation instructions provided with the grill/range. GAS WATER HEATER VENTING Homes factory equipped with certain types of gas water heaters may require special provisions to ensure proper ventilation. If the gas water heater installed in your home is not independently vented to the exterior of the home through a grilled opening in an exterior water heater door, then the following provisions must be followed. A. If the home is set on a crawlspace, or piers and skirting are used, then an air intake opening with a minimum free area of 32 square inches must be provided in the foundation wall or skirting. If the opening is covered by louvers or screen, the total free area must be 32 square inches. The air intake opening should be located as close as practical to the water heater location. B. If the home is set on a basement, then the following steps must be taken: 1. Fabricate a plenum box to encompass the air inlet assembly without alteration to the air inlet assembly itself. This plenum must have a minimum horizontal dimension of eight (8) inches. The minimum clearance between the air inlet assembly and the inner wall of the plenum shall be two (2) inches. The vertical height of the plenum shall be as necessary to ac- commodate the air inlet assembly without alteration. The air inlet assembly is a round tube that is extended from the bot- tom of the water heater through the floor. 2. To ensure proper air entry into the fabricated plenum box, a 6 inch minimum round (or equivalent cross-sectional area) duct is required. The duct shall be of a smooth surface, rigid variety (no flex pipe) and shall be connected to the plenum in a manner that does not reduce the cross sectional area of the pipe. 3. The air inlet shall be of damperless type and provide a free area not less than the cross-sectional area of the duct. A screen, if used, shall be 1/4 x 1/4 inch minimum. 41 INSTALLATION OF OPTIONAL FEATURES (Continued) PADDLE FAN INSTALLATION FOR DOUBLE -WIDE HOMES WIRED FOR MOUNTING ON CENTER BEAM A. FLUSH RIDGE BEAM wire to be.inserted in electrical box without binding For proper ceiling fan installation, an electric outlet box against center beam during installation. and the decorative center beam to contain the box have b. Leave approximately 4" of wire free in the box. been provided for attachment to the ridge beam at the unit centerline. 5. Secure the center beam in place over the center line CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP joint. Be sure that fan supply wire is not pinched or PROCEDURE, BE SURE THAT POWER TO FAN WIRE penetrated with beam fasteners. IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan at- tachment to the beam. (Also see Fig. 6-1 below.) 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole with a hole saw approximately'/4" larger than the box diameter at the proper location (center line of hole should line up with location of supply wire through ceiling) and centered in the width of the beam. 3. Install the box in the hole and secure flange (plastic box only) to the center beam with 4 - #6 x 1" screws. 4. a. Insert the ceiling wire through a knock out hole in the side of the electrical box. NOTE: It may be necessary to cut a notch from the top on the supply wire side of the center beam hole to allow the supply CEILING BOARD SUPPLY WIRE COILED & SECURED/ FOR SHIPMENT NOTCH BEAM AT HOLE IF NECESSARY FOR WIRE CHASE SECURE BOX TO 2x6 CENTER BEAM WITH 4-#6x1" WOOD SCREWS (FIELD INSTALLED) 6. Secure electrical box to ridge beam with #8 x 21/2" wood screws through the two holes in the top of the box. 7. Strip about W of insulation from the white and black conductor ends. 8. Position the non-combustible flash ring (provided) over the electrical box so that finished surface (adjacent to electrical box) which is to be covered by fan canopy is not exposed. 9. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wire. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). DOUBLE WIDE RIDGE BEAM 2x6 CENTER BEAM — SHIPPED LOOSE FOR FIELD INSTALLATION – HOLE FOR BOX CUT THROUGH 2x6 (MAY BE CUT IN PLANT OR IN FIELD) - SECURE BOX TO RIDGE BEAM WITH 2-#8x21/2" WOOD SCREWS (FIELD INSTALLED) -ELECTRICAL BOX (SEE NOTE 1) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BOX NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. FIG. 6-1 42 INSTALLATION OF OPTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM For proper ceiling fan installation, a prefabricated box has been provided and includes the electrical box for contain- ment of the spliced wires with their connectors. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attachment to the beam (See Fig. 6-2). 2. Insert the ceiling wire through a side knock out hole in the electrical box. Secure the wire in the electrical box clamp at a point approximately 4" from its end. 3. Place the prefab box in its final position on the beam and secure the box to the beam with #6 x 2" wood screws (provided) in the metal corner braces. 4. Strip about 3/4" of insulation from the white and black conductor ends. 5. Position the non-combustible flash ring (provided) over the electrical box so that the finished surface (adjacent to electrical box) which is to be covered by fan canopy is not exposed. 6. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as speci- fied in manufacturer's instructions and that wires are connected properly (white to white and black to black). �Z \ FAN WINE FROM CEClNG aM REI AT 1 I �r SCRINS FJWI�a E� FIG. 6-2 t."� 10'iN�Ox`�i C. FALSE RIDGE BEAM -For proper ceiling fan installation, an electrical box and a decorative foam block have been provided for attachment to the false beam at the unit centerline. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attachment to the beam (See Fig. 6-2A). 2. After ridge beam halves have been secured together, fasten bottom halves of false beam together with 16d nails 16" o.c. (max.). 3. Attach gypsum close -off panel (provided) with staples 6" o.c. around perimeter. 4. Secure decorative foam block to false beam with 2-16d nails or 2,#8x3" screws. 5. Attach electrical box (U.L. listed for use with paddle fan) per its listing (installation) requirements (provided). 6. Strip about 3/4" of insulation from the white and black conductor ends. 43 7. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as speci- fied in manufacturer's instructions and that wires are connected properly (white to white and black to black). Toe -nail bottom halves �.r 14w— �icw1. 1 -1.c - factory installed of false beam together for paddle fan, w/16d nails 15' o.c. Gypsum close -off /® I Decorative foam block. panel - fasten to false Fasten to beam,w/2-16d beam w/staples 6" o.c. ® nails or 248x3" -screws. around perimeter. 0 Electrical box - U.L. listed for use with paddle fan. Secure to false beam per its installation requirements. I FIG. 6-2A INSTALLATION OF OPTIONAL FEATURES (Continued) AIR CONDITIONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. THE COMPLETED INSTALLATION MUST CONFORM TO ARTICLE 440 OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. Factory installed branch circuits for air conditioning are in- dicated on the data plate under the heading "Rating of Factory Installed Circuit"The maximum full load ampere draw for the desired air conditioning unit must not exceed the indicated branch circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home; for air condi- tioning installation, see the instructions shipped with the air conditioner. If a self-contained air conditioner is to be installed and connected to the heating supply duct the installation must include a damper beneath the furnace to prevent cool air from "backing -up" into the furnace during the cooling mode and a damper at the air conditioner supply to prevent heated air from "backing -up" into the air conditioner during the heating mode. It is recommended to wrap the dampers with insulation. The electrical connection is via a branch circuit terminating in a junction box beneath the home (See Fig. 6-3). The field installation wiring beyond the junction box must incorporate a fused disconnect .(sized in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with the fused disconnect is marked on the condenser data plate. The acceptability of the air conditioning equipment, rating the location of disconnect means, fuse type branch circuit protection, and connections to the equipment are to be determined by the local inspection authority. For some models the electrical connection is made to the home via a separate rigid conduit. The conduit is 1"and is run from the panelboard and terminates below the bottom board. A PVC cap is cemented to the end of the conduit and this must be cut off to provide access to the panel board. Wiring is then installed from the panelboard to the air conditioner per all applicable NEC & local codes and all requirements listed above. Condensation should not be allowed to drain under home. NOTE: REFER TO N.C.C. AND' AIR COND. INS T RUCTIONS FOR INSTALLATION REQUIREMENTS DISTRIBUTION PANCLBOARD ,FIELD PROVIDED & INSTALLED JUNCTION BOX --� FUSED DISCONNECT BENEATH HOME REMOTE CONDENSING UNIT CONDUIT UI � 14 =III =III =III =�1 =III =iiI=III FIG. 6-3 NOTE: THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. On models equipped for installation of optional evaporative cooler, install the roof -mounted cooler ac- cording to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be lin- ed with .016 in. metal. The factory installed branch cir- cuit for the cooler is sized for a maximum cooler elec- trical load of 12 amperes. 120 V. AC, 60 Hz. 2. Remove the cover from the roof -mounted junction box and make the connection of the color -coded wires us- ing the provided wire nuts. The electrical portion of the installation is now complete (See Fig. 6-4). COLOR CODE WHITE ................................. Neutral YELLOW ................................. Pump 44 BLACK ................................ High Fan RED.................................. Low Fan GREEN ................................ Ground EVAPORATIVE COOLER LOCATED ON ROOF OF HOME WEATHERPROOF BOX ROOF JACK ROOF FIG. 6-4 INSTALLATION OF OPTIONAL FEATURES (Continued) STANDARD BLEND -AIR INSTALLATION WITH DEALER INSTALLED EXTERIOR HEATING/COOLING Figure 6-5 below depicts the Evcon Standard ' Blend -Air cooling unit with transformer having at least a 40 Va. installation used with homes designed for dealer installed Capacity. exterior heating -cooling systems. The Evcon Standard Blend- 2. The wiring of 4 -wire thermostat cable from the Blend -Air Air unit provides whole -house ventilation and is designed to control to the exterior heating -cooling controls is to be as operate when the exterior heating or cooling system is in use. follows: The following information is important when electrically - Green connector - blower continuous run interconnecting the Standard Blend -Air with the exterior - Red connector - 24 v. supply heating -cooling unit system: - White connector - system heating 1. The Standard Blend -Air must be connected to a heating- - Yellow connector - system cooling Chase fully enclo: Standard Blend-Ait Access panel rem( exposing damper t assembly. Grille with filter (Ac to Blend Air filter) 4 -Wire thermostat to outdoor unit. Se manufacturer instn for wiring to exteric cooling unit. - Return Air FIG. 6-5 45 Factory installed 4 -wire thermostat cable to indoor thermostat. •fight (except @ air K grille with filter). Note: The Unit must be operated from one. transformer having at least 40 Va. Capacity. control box ved, ibe cess Box air return l cable e ictions r heat - Return Air FIG. 6-5 45 Factory installed 4 -wire thermostat cable to indoor thermostat. •fight (except @ air K grille with filter). Note: The Unit must be operated from one. transformer having at least 40 Va. Capacity. INSTALLATION OF OPTIONAL FEATURES (Continued) EXPANDING ROOMS, SLIDE -OUTS, ETC. Where optional expanding rooms, slide -outs, tip -outs, provided for proper installation and set-up. etc. are provided, specific instructions and directions are INSTALLATION OF SITE INSTALLED ATTACHED STRUCTURES All site installed attached structures, including garages, facturer's installation instructions and all applicable local porches, steps, stairways and landing must be designed codes. In particular, attached garages generally require fire and constructed to support all of their own dead load and all protection and GFCI electrical circuit protection as required of the live load to which it will be subjected. Attached struc- by local code. tures should be constructed in accordance with the manu- INSTALLATION OF SITE ON GARAGE The outside area of the home that is covered with gypsum is intended to be the area for installation of a site built garage. The garage that is to be built MUST BE COMPLETELY SELF SUPPORTING (See paragraph above). No part of the manufactured home may be used for structural support of the garage. The garage shall be designed and constructed to meet all applicable building codes. Before starting construction of the garage: 1. The soil must be graded on all sides to channel storm runoff away from the home and the garage. 2. Remove the temporary transportation cover. Note that early removal of this cover may cause damage to the gypsum board if left exposed to the elements. Two electrical circuits have been factory provided to service the garage. One circuit will be 15 amp, and one will be 20 BUILT ATTACHED GARAGE READY UNITS - amp. The 20 amp circuit will be GFCI protected and is dedicated to the garage area. The 15 amp circuit is for light- ing ONLY. The electrical circuits will be wired to junction box(es) that are installed inside the floor and adjacent to the exterior wall at the garage area. A 20 amp GFCI protected receptacle has been installed in the exterior wall at the garage area. If the home has a factory built dormer intended for attachment of a site built garage, then 8 to 24 inches of shingles will be left off the edge of the dormer. These shingles are left off to more easily facilitate the intercon- nection of the garage and the home. Therefore, the remaining shingles for the dormer must be field installed. Install the remaining shingles and complete the valley construction per page 35 and the shingle manufacturer's instructions or per the Asphalt Roofing Manufacturers Association (ARMA) Residential Asphalt Roofing Manual. HINGED ROOFS AND EAVES Where optional hinged roof and/or hinged or pre- mental installation instructions are provided. fabricated field installed eaves are provided, supple- - CEILING (PADDLE) FANS Site provided and installed ceiling fans are to be installed from the trailing edge of the fan blade to the floor must be in accordance with the manufacturer's installation instruc- in accordance with the manufacturer's requirements. tions. To reduce the risk of injury, the minimum dimension -� TELEPHONE AND CABLE TV Careless installation of telephone and cable television placing cables in these cavities. FAILURE TO FOLLOW lines may be hazardous. Electrical circuits, plumbing and THESE INSTRUCTIONS MAY RESULT IN SERIOUS duct work are contained in the floor and walls of the home. PERSONAL INJURY OR DEATH. Avoid contact with these systems when drilling into and FIREPLACE INSTALLATION Because of transportation restrictions, fireplaces require The fireplace manufacturer's installation instructions and on-site installation of additional section(s) of approved, listed all required components for proper installation are included chimney pipe, a spark arrestor and a rain cap assembly. in each home with a fireplace. SITE INSTALLED FIREPLACE HEARTH EXTENSION The home will be shipped with fireplace installed. The blocking between the bottom of the fireplace and the floor shall be removed. The carpet where the hearth is going to be placed shall be removed. A bead of non-combustible fireplace mortar or gasket cement shall be run to seal the joint between hearth extension and face of the fire- place. The edge of the hearth extension shall be placed under the fireplace surround and centered in front of the fireplace. The carpet tackstrip shall then be placed around the hearth to secure it. (See Fig. 6-6). 46 INSTALLATION OF OPTIONAL. FEATURES (Continued) FIELD INSTALLED TERMINATION OF FIREPLACE CHIMNEY. Termination cap - field installed. 10 feet or less _ c c E Storm collar - E field installed. i ,a? Flashing -field N installed. Top section of flue pipe - field installed. Factory installed Factory installed flue Truss (typical). Ridge Beam (typical). Upper and side shingles Flue pipe overlap flange and are set in asphalt cement. Lower part of flange overlaps lower shingles. SHINGLE INSTALLATION AROUND FLUE PIPE 1) Install shingles up to edge of factory cut-out in roof decking. Cut shingles installed under roof flashing are set in asphalt cement. 2) Place flashing over pipe section and shingle and set in asphalt cement. Tack flashing to roof deck at top 2 comers with roofing nails. 3) Resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in asphalt cement where they overlap the flashing. Secure shingles with roofing nails through flashing and apply asphalt cement over nail heads. 4) The completed installation should appear as shown above, with the lower part of the flange overlapping the lower shingles and the side and upper shingle overlapping the flange. NOTES: 1) The upper portion of the fireplace chimney assembly has been left off due to transportation height restrictions. 2) The final section of flue pipe, roof flashing, storm collar and termination cap for the fireplace are required to be field installed. 3) Remove temporary close -off material from roof and top of flue pipe that has been factory installed. 4) Install parts listed in 2 above per the fireplace manufacturer's installation instructions. 5) Install roof shingles around chimney pipe per instructions above or per ARMA residential asphalt roofing manual instructions. 6) All required parts for completion of chimney have been shipped with the home, including the manufacturer's installation instructions. 7) Applicable only to Coleman Deluxe II model, 36ECMII solid fuel burning fireplace. 8) All other aspects of the setup of the home are to be in accordance with this manual. 47 WARNING This appliance has been shipped with the flue assembly partially disassembled. The flue assembly must be completed inaccordance with the installation instructions prior to use of this appliance. The label above has been placed on the fireplace in your home if the chimney assembly is required to be field completed. CHAPTER 7 UTILITY SYSTEM CONNECTION AND TESTING Many local jurisdictions have special requirements for utility connections and on-site inspection of these connec- tions. Consult with the proper authorities prior to utility con- nection. Use only qualified service personnel, familiar with local codes and licensed where required. The drainage and water systems were tested for leaks prior to shipment from the factory. It is essential that they be rechecked by qualified personnel for leaks that may have been caused by vibration during transportation. WATER The water system has been designed for an inlet water pressure of 80 psi. If the manufactured home is installed in areas where the water pressure exceeds 80 psi, a pressure reducing valve should be installed. The water system may be connected to any safe, potable water source. The connection is via a single 3/4 inch inlet beneath the home. A master shut-off full flow valve must be installed in the water supply line adjacent to the home; this valve should be a full port gate or ball valve with threaded or solder joints. After removing the aerators from all the faucets, open all the faucet valves and allow the water to run for 15 minutes. This should remove any foreign particles left in the line that might cause an unpleasant taste or become lodged at faucet washers and cause dripping faucets. All exposed water piping subject to freezing should be protected by in- sulation and electric heat tapes (with an integral thermostat) listed for use with manufactured homes. It is recommend- ed that only UL listed heat tapes be used and installed in accordance with their installation instructions. DRAINAGE — CONNECTION The drainage connection is made at the 3 -inch main drain outlet. Care should be exercised to slope and sup- port the drain line from the home to the site sewage system (Yd' per foot slope). DANGER: IMPROPER OR INADEQUATE TESTING, CON- NECTION OR MODIFICATION OF ANY PART OF GAS OR ELECTRICAL SYSTEMS, ESPECIALLY BY UNQUALIFIED PERSONNEL, MAY BE EXTREMELY DANGEROUS AND MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 48 DRAINAGE —1, 1'/s, 1% & 2 BATH When applicable the parts required to bring all drain lines to a single point are provided as follows: 1. Pipe and fittings. 2. 1/4 pint of ABS solvent cement. 3. 10 feet of 3/4" x 28 gauge plumbing strap. 4. Ten 1/4" x 1" stove bolts. The procedure for bringing all drain lines to a single point is as follows: 1. Remove caps on drain outlets and connect supplied parts together as shown by the drain line schematic shipped with the house. (Do not apply cement.) 2. Check to be sure that the assembly has the proper 1/4 inch drop per foot. 3. Mark each joint to aid in reassembly. Start at outlet end of system and remove, cement and reassemble each slip joint one at a time. Be sure to apply the cement on both male and female ends with a good even coating. 4. Using the 3/4" x 28 gauge strapping, strap the drain line to the center crossmembers of the frame placing a strap at each member (4 feet apart). Use a 1/4" x 1" stove bolt to secure strap in place. 5. Connect home drain to site sewage system as for single bath previously discussed. 6. Check completed -system for leaks. GAS — The gas piping system was designed for a range of 7 to 101/2" of water column for natural gas and 11 to 14" of water column for LP gas. The manufactured home gas supply pressure must be within this range for safe and effi- cient operation of the gas piping system. UTILITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks prior to shipment; however, it is essential that the system be retested by qualified personnel for leaks -prior to use. (Many utility companies require this on-site test.) The in- structions printed on the tag near the gas supply connec- tion must be followed (See Fig. 7-1). In some localities, utility companies and/or building in- spectors may require additional tests as follows: 1. Isolate all appliances with appliance shut-off valves. PRESSURE SHALL BE MEASURED WITH A MER- CURY MANOMETER OR SLOPE GAUGE CALI- BRATED IN INCREMENTS OF NOT GREATER THAN 1/10 POUND. 2. Pressurize the system to 3 psi and isolate the source of pressure from the gas piping. 3. Check the gauge after 10 minutes; there should be no drop in pressure. 4. Check the piping to appliances by pressurizing to at least 10 inches but no mope than 14 inches ,water col- umn and applying a bubble solution to all joints and flexible connectors. CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE THE PRESSURES STATED ABOVE. The connection to the gas supply should be made only by authorized representatives of the utility. NOTE: BEFORE A TEST IS BEGUN, THE TEMPERATURE OF THE AMBIENT AIR AND OF THE PIPING SHOULD BE APPROXIMATELY THE SAME — CONDUCT THE TEST AT SUCH A TIME DURING THE DAY WHEN AIR TEMPERATURES WILL REMAIN CONSTANT. Combination LP—Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DESIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connecting to lot outlet, use a listed gas supply connector for manufactured homes rated at ❑ 100,000 Btuh or more. ❑ 250,000 Btuh Before turning on gas, make certain all gas connections have been made tight, all appliance valves are turned off, and any unconnected outlets are capped. After turning on gas, test gas piping and connections to appliances for leakage with soapy water or bubble solution, and light all pilots. Fig. 7-1 NOTE: DO NOT BUBBLE CHECK BRASS GAS LINE FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. 49 UTILITY SYSTEM CONNECTION AND TESTING (Continued) . ELECTRICAL ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. The electrical supply connection to the manufactured home may be made by any of the following methods depending on the manufactured home construction and electrical service: a. Listed 50 ampere manufactured home power supply cord. (50 amp service only) b. Permanent feeder connected to a factory installed mast weatherhead assembly. The routing, connection and support of the service drop is to be in accordance with local codes. c. Permanent feeder routed to the distribution panel through the factory installed feeder raceway which ter- minates beneath the manufactured home. A junction box or approved fitting must be used to connect the manufactured home feeder raceway to the supply raceway beneath the manufactured home. The proper feeder conductor sizes and the required junction box sizes are given in Table 7. After the connection has been made, the following tests should be conducted using approved test equipment: 1. Continuity test of circuit conductors 2. Polarity test 3. Continuity test of electrical grounding system OUTSIDE DISTRIBUTION PANEL BOARD Accessibility to distribution panel board, and the use of unit switches as disconnect means, is subject to the re- quirements of the local inspection authority. ELECTRICAL SYSTEM TEST With approved testing equipment, the following tests should be performed before connecting to the power source: • Continuity Test of Circuit Conductors A continuity test with all branch circuit breakers and switches controlling individual outlets in the "on" posi- tion should be conducted. There should be no evidence of connection between any of the supply conductors (in- cluding neutral) and the grounding circuit. • Continuity Test of Electrical Grounding System All noncurrent carrying metal parts of the electrical system including fixtures, appliances and the chassis of the home should be tested for continuity with the grounding circuit. The following test should be conducted after connec- ting and energizing the electrical system. • Polarity and Grounding Tests of 15 and 20 AMP Recep- tacle Outlets With circuits and lighting circuits energized, use a receptacle polarity tester to check polarity and ground- ing of each receptacle outlet.. MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS TABLE 7 MAXIMUM LOAD & MAIN BREAKER SIZE (AMP) CONDUCTOR SIZE1 (AWG) (TWO LINE AND ONE NEUTRAL) GROUNDING FACTORY INSTALLED CONDUCTOR FEEDER RACEWAY1 SIZE (AWG) TRADE SIZE (IN.) MINIMUM JUNCTION BOX SIZE .50 #6 #10 1" 6"x6"x6" 100 #3 #8 1-1/4" 8"x8"x4" 125 #2 #6 1-1/2" 10"x10"x4" 150 2-1 /0 & 142 #6 1-1/2" 10"x10"x4" 200 2-3/0 & 1-1/0 #6 2" 12"x12"x4" 225 2-3/0 & 1-1/0 #4 2-1/2" 15"x12"x4" 1. Conductor size and feeder raceway sized for copper, 75 degree C rated conductors, types RH, RHH, RHW without outer covering, THW or XHHW. WARNING CARELESS INSTALLATION OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manufactured home walls contain electrical circuits and the floor section may contain electrical circuits, plumbing or duct work. Extreme care must be exercised during drilling 50 through and placing of communication cables within these cavities, to avoid contact with these home systems. Such work should be performed only by qualified personnel. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. UTILITY SYSTEM CONNECTION AND TESTING (Continued) Ground damp with screw Muitisection Frame Bonding B HALF Q Ground wire should be the. some used on panel box Typical Under Chassis Feed Connections a. Flex conduit b,Feeder conductors C. Junction box d. Raceway a. Conduit connector f. Approved electrical connectors g. Insulated bushing Typical Meter Base Installations and Grounding Front or rear crossmembers or any set of outriggers on opposite halves A HALF b a BRANCH CIRcurt MAINF:. PANEL•� MAN MANMETER PANEL •, DISCONNECT METER 1'�' aAm BATE u GROUNDING EXTERIOR METER / PANEL BOX COMBINATION ELECTRODE GROUNDING / ELECTRODE OVERHEAD ENTRANCE SERVICE DROV CONDUCTOR' UNDERGROUND ENTRANCE VICE CLEARANCES AND ATTNT JWPER PMN PANEL ENCLOSURE ENTRY NSMALL BE PE I EC i:IDACHMEAND BONDED TO ENCLOSURE 23DM GROUND METER / BUS BASE BAR IEUTRAL BUS BAR MAN PANEL MtT4R SERVICE CHASSIS NASE HEAD SONONG cormulI on 41 �I STRAP 1NIiE CAILE SERVICE N GROUNDING LUG ll• CONDUIT oN Cwsm oR01/pf' TO QROUDING GROIJ DIN; ELECTROIN ELECfR00E ELECTRODE ETViRANPCE 9ELOW ROOF UNE 51 ,,,-6 CONDUCTORS B - Black "hot' a R - Red 'fat' W - White'neutc G - Green 'grour i b Typical Meter Base Installations and Grounding Front or rear crossmembers or any set of outriggers on opposite halves A HALF b a BRANCH CIRcurt MAINF:. PANEL•� MAN MANMETER PANEL •, DISCONNECT METER 1'�' aAm BATE u GROUNDING EXTERIOR METER / PANEL BOX COMBINATION ELECTRODE GROUNDING / ELECTRODE OVERHEAD ENTRANCE SERVICE DROV CONDUCTOR' UNDERGROUND ENTRANCE VICE CLEARANCES AND ATTNT JWPER PMN PANEL ENCLOSURE ENTRY NSMALL BE PE I EC i:IDACHMEAND BONDED TO ENCLOSURE 23DM GROUND METER / BUS BASE BAR IEUTRAL BUS BAR MAN PANEL MtT4R SERVICE CHASSIS NASE HEAD SONONG cormulI on 41 �I STRAP 1NIiE CAILE SERVICE N GROUNDING LUG ll• CONDUIT oN Cwsm oR01/pf' TO QROUDING GROIJ DIN; ELECTROIN ELECfR00E ELECTRODE ETViRANPCE 9ELOW ROOF UNE 51 UTILITY SYSTEM CONNECTION AND TESTING (Continued) METER BASE AND PANELBOARD WIRING WITH MASTHEAD ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. For homes with a factory installed meter base and mast- head, the correct procedure for wiring is as follows: 1. The outdoor (weatherproof) meter socket and service entrance panel may be mounted at any location on the exterior walls of the home with a fixed roof overhang. 2. Bond the service entrance conduit to the service entrance panel with an insulated bonding & grounding bushing. Use #6 (AWG) copper between ground lug on the bush- ing & terminal on the panel. Use #4 (AWG) copper between ground lug on the bushing & terminal on the panel with 200 and 225 amp service. Where threaded coupling and threaded bosses on enclosures with joints exist, they shall be made up wrench -tight in lieu of grounding bushing and strap. 3. A label is attached outside the home and near the service entrance conduit termination which reads: "This connection for 120/240 volt, 3 Pole, 3 Wire, 60 Hertz Ampere Service:' The correct ampere rating is marked in the blank space. 4. A red label is attached adjacent to the service entrance breaker, which states: "WARNING — Do not provide electrical power until grounding electrode is instal- led and connected (see installation instructions):' 5. The grounding conductor shall be connected to the grounding fitting with suitable lugs, pressure connectors, and clamps. Connections depending on solder shall not be used. Rod and pipe electrodes shall not be less than 8 feet (2.44m) in length and shall consist of the following materials, and shall be installed in the following manner: (1) Electrodes of pipe or conduit shall not be smaller than 3/4 inch trade steel and, where of iron or steel, shall have the outer surface galvanized or otherwise metal -coated for corrosion protection. (2) Electrodes of rods of steel or iron shall be at least 5/8 inch (15.87mm) in diameter. Nonferrous rods or their equivalent shall be listed and shall not be less than 1/2 inch (12.7mm) in diameter. (3) The electrode shall be installed such that at least 8 feet (2.44m) of length is in contact with the soil. It shall be driven to a depth of not less than 8 feet (2.44m) except that where rock bottom is encoun- tered, the electrode shall be driven at an oblique angle not to exceed 45 degrees from the vertical or shall be buried in a trench that is at least 2-1/2 feet (762mm) deep. The upper end of the electrode shall be flush with or below ground level. Other methods of grounding electrode shall be in accor- dance with National Electric Code Article 250, Part H. 6. Equipment grounding connectors shall be bare, covered, or insulated. Covers or insulation shall be continuous and green, or green with one or more yellow stripes. 7. Approved fittings to be site installed on end of service entrance conduit to protect cables from abrasion. 8. Connect feeder conduit to conduit stub at distribution panelboard. 9. See Fig. 7-2 below. Site Installed Masthead The masthead may be shipped loose for field installation due to transportation height. The correct procedure for in- stalling masthead is as follows: 1. Remove the temporary transportation cover from the meter base. 2. Remove the 3" lag screws and the straps from the 2x4 blocks between the wall studs. 3. Install the masthead and the feeder conductors as shown in Fig. 7-2 below. 4. Reinstall the 3" lag screws and the straps over the conduit. 5. Note that all the conductors are to extend 18"(min.) from the weather head. The masthead shall extend at least 30" (min.) above the roof line. 52 w. luua trayiu) Clamp -on weather head 1 1-1/4" min. at 100 amp RED 1-1/2" min. at 125 amp BLACK 1-1/2" min. at 150 amp 2" min. at 200 amp Roof flashing WHITE 2-1/2" min at 225 amp (neutral) 1/4" x 3" lag screws U. L. listed outdoor (Type 3R) meter socket and service E 2 hole galvanized equipment panel. Pictoral b pipe strap only, actual equipment may b va with each manufacturer. Service Entrance Field install 4 wire feeder to distribution panelboard. Use copper 75 b c Breaker degree C rated conductors g (types RH, RHH, RHW, w/o covering THW or on E XHHW). At 100 amp service - 343 (AWG) w/#8 (AWG) ground At 125 amp service - 342 (AWG) w/#6 (AWG) ground Run feeder in Rigid or At 150 amp service - 2-1/0 (AWG), 142 (AWG) w/#6 (AWG) ground Threaded Hub EMT conduit. At 200 amp service - 2-3/0 (AWG), 1 -1 /0 (AWG) w/#6 (AWG) ground 1-1/4" min. at 100 amp At 225 amp service - 2-3/0 (AWG), 1-1/0 (AWG) w#t6 (AWG) ground 1-1/2" min. at 125 am P Service grounding electrode conductor, #6 (AWG) bare Conduit, rigid or 1-1 /2" min. at 150 amp copper. Coil 6' below Floor to grounding electrode. (Use EMT. To be field 2" min. at 200 amp 2-1/2" 225 #4 AWG with 200 or 225 amp service.) installed min at amp FIG. 7-2 52 CHAPTER 8 PROTECTIVE WINDOW COVERINGS If your home is destined to be set in Wind Zones II or III, then it has been designed to install protective window and door coverings, in the event of a windstorm. Two different types of protective coverings are available. Your home may have either, or both of these types. The first type of protective window covering is to attach plywood to a 2 x 4 member that has been installed around window and door openings. The plywood is attached to the 2 x 4 members with #8 wood screws. The type of plywood, screw length, and screw spacing will vary with the window or door size. See Table 8 for these requirements. Note that the window sizes listed in Table 8 are the small dimension of the window or door (See Figure 8-1). Large openings (such as sliding glass doors) are required to be covered with a plywood and lumber frame assembly. See Table 8 to determine when this is required, and Figure 8-2 for frame construction. Window 2x4 Receives Fasten plywood to 2x framing � 02 SPF 2x4s, laid embers w/full PVA white glue flat, 16" --c- and 6d nails or 08x2" screws 6" o.c. all around. Fig. 8-2 53 Mndow ke. See 'able 8. y CERT #09703 '. STATE OF . �- q 1-1-� 2x4 Receiver 3/8•• Plywood, APA Rated "to'for Sheathing with 20/0 soon rating. Fasten 2x2s to 2x4s with 2-'d nails et each connection. Plywood seam over 2x4. 08x3-1/2•• wood screws, 6••o.c. into 2x4 receiver. PROTECTIVE WINDOW COVERINGS (Continued) PLYWOOD TYPE REQUIREMENTS Table 8 WIND ZONE II 1 WIND ZONE III MAXIMUM WINDOW SIZE STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER WOOD SCREW SPACING 14.5" 1 1 1 1 16" O.C. 24.5" 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" 6 7 6 8 12" O.C. 40" 7 8 8 9 12" O.C. 46.5" 8 10 10 10 10" O.C. 72" 10 1 10 10 1 10 6" O.C. All plywood for protective window coverings is APA rated exterior sheathing. Thickness and span ratings will vary with win- dow or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower num- bered plywood. 1. 3/8" with 20/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 2. 1/2" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 3. 3/8" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 4. 1/2" with 32/16 span rating. Fasten to receiver w/#8 x 2" wood screws. 5. 5/8" with 32/16 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 6. 3/4" with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 7. 5/8" with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 8. 7/8" with 48/24 span rating. Fasten to receiver w/#8 x 2-1/2" wood screws. 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 10. Plywood with wood frame required. 3' FIG. 8-3 CERT #09703 = '. STATE OF c�,^ SFJ1V0 IMA. GN In the event of a windstorm, the corners of this home will sustain higher wind pressure than the rest of the home. Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures. Figure 8-3 shows the typical locations of the corners. Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. After the windstorm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather -resistant caulk. 54 PROTECTIVE WINDOW COVERINGS (Continued) The second type of protective covering is to attach 3/4" plywood directly to the window frame. The plywood is attached to the window frame with #8 screws around the windows frame (top, bottom and sides). The specific instructions for each window manufacturer are shown below and on the next page. DANGER: STORM SHUTTERS CANNOTWITHSTAND SEVERE STORMS.TO AVOID PERSONAL INJURY OR DEATH, CONTACT LOCAL EMERGENCY"SERVICES NOWTO IDENTIFY EMERGENCY SHELTER IN THE EVENT OF SEVERE WEATHER. This direct fastening application was designed and tested for use on Philips Products series #22, 23 and 24 lap windows. Do not use on any other products. DUE TO THE LIMITED TIME BETWEEN WHEN A STORM INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO WARNING IS ISSUED AND WHEN THE STORM COULD A PHILIPS PRODUCTS LAP MOUNTED ALUMINUM HIT AT YOUR LOCATION, WE RECOMMEND YOU DO WINDOW THE FOLLOWING BEFORE A STORM WARNING IS 1. For each window size, measure the width and height of ISSUED: 1. Purchase #8 x 1" sheet metal screws (enough for all the windows). 2. Buy shutters and get them cut to size, and marked. The shutters must be 3/4" thick plywood. 3. Store shutters and screws together in a dry place where they will be accessible. SCREW LOCATION DETAIL 3/Ir (top 6 old 8' t 007T= 3/10• (bottom or SCREW LOCATION DETAIL VERTICAL CROSS SECTION OF SHUTTER ATTACHED TO FRAME HEAD AND SILL 111PORrm.. DUE TO THE SHORTNESS OF o THE EXTERJOR "WE ON THE FRAME S0.L. THIS DAIENSWN f1UST RE IWNTNNEA 3/18" (bottom only) the exterior flange of the window. (These become the shutter dimensions.) 2. Determine how many shutters of this size are needed and get them but to the proper dimensions. 3. Mark each shutter as to where on the home it goes, as well as marking which end goes up. 4. Mark the screw locations on the shutter (as. shown below). 5. With the help of an assistant, lift the shutter up to the window and center it on the window. 6. Position the shutter so that the bottom edge of the ply- wood is even with the bottom of the exterior flange of the frame sill. 7. Fasten the shutter to the window with #8 X 1" sheet metal screws. Make certain the shutter does not shift out of position. HORIZONTAL CROSS SECTION OF ATYPICAL. ALUMINUM WINDOW INSTALLATION WITH AN ATTACHED STORM SHUTTER "WOW FRAME JMdB —\ MANDOW EXTERIOR FLANGE 1 FRAM HEAD FRAME SILL Fig. 8-4 55 31V shutter E11 MRIOR 46X1' gem RIMIGH OPEN11dC STUD INSCALLATION FASTENER 7/11' HARDBOARD �-- 7/1 i' TRIM 3/tf (at top and oldos) PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817) 473-4421 INSTALLATION OF PROTECTIVE COVERING AS REQUIRED BY H.U.D. FOR ZONE II AND III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by H.U.D. Please Note: Installation of protective coverings (such as those listed below) will negate egress of the window. Homes with protective coverings (such as those listed below) cannot be occupied while the coverings are in place. Parts Required: 1.3/4" plywood — enough for each window in the home. 2. #8 x 1" wood screws or longer (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the num- ber of fasteners needed. For windows with a face measurement of 30" wide by 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the maximum size, add one fastener to each side for each addi- tional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the outside (exposed) return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window return fin near center of the window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perirnptAr of tha nhnivnnrf using the above spacing formula. After the storm has passed, reverse the above procedure to remc Store materials for future use. HARDBOARD 7/15 3/4 PL) 7/16 TRIM --- ISS wood N�i r Wood As Required By Design APPR XQ 1/2" �_ F #8 X 1" Screw ® 12" O.C. Max. As Per MFG. Standard INTERIOR OF HOME WINDOW RETURN T1 56 ►f PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD,TEXAS 76063 (817) 473-4421 Installation of Protective Covering as Required by H.U.D. for Zone II and III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by HUD. Please note: Installation of protective coverings (such as those listed below) will negate egress of the window. Homes with protective coverings (such as those listed below) cannot be occu- pied while the coverings are in place. Parts required: 1. 3/4' plywood — enough for each window in the home. 2. #8 x 11/4' OR 11/2' wood screws (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the num- ber of fasteners needed. For windows with a face measurement of 30" wide x 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and* right frame sides. For windows larger than 30" x 30" with 46" x 60" being the maximum size, add one fastener to each side for each addi- tional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) mea- sure the width and height of the return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window nailing fin near center of window sill. Repeat.this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove the covering. Store materials for future use. Be sure to fill all holes left by the removal of the screws with a suitable sil- icone type sealant. Material should have a long life rating. This will prevent water and air from entering the home. 57 Exterior Sheathing VINYL WINDOW FRAME I/." PLYWOOD H 8 X 1'/." SCREW 12" O.C. MAX *44�p WINDOW RETURN FIN VINYL SIDING AS PER MFG STANDARD HOME INTERIOR WOOD AS REOD. BY DESIGN Exterior Sheathing g -17-9Z PROTECTIVE WINDOW COVERINGS (Continued) Protective coverings may also be installed over doors and sliding glass doors in a different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall. Then place the plywood (or wood frame) from Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame. Use #8 x 3" wood screws 12" o.c. for doors. Use #8 x 4" wood screws 6" o.c. for sliding glass doors. See Figure 8-6 for a typical application of this type of protective covering. Door Size See Table 1 Plywood 1 face I grain I 1, noor Frame Wall Studs CERT l ' x109703 = STATE OF Ff'�N0IAIA. P.•�3N "J,/ON A L-������ 4 � /41111111W #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door Fig. 8-6 12" o.c. max. 08x4" Wood Screws 6" o.c. for a sliding glass door. SECTION B -B Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recommends that the items necessary for the protective coverings be purchased and prepared before a storm warning is issued. Cut plywood to size and mark it relative to window/door location. Store plywood and fasteners together in a dry place where it will be accessible. Once the protective coverings have been installed, the home should not be occupied. 58 CHAPTER 9 FINAL INSPECTION Make a final inspection when home installation is complete to make sure that no items have been overlooked and that all work was done properly. Place special emphasis on the following "checklist" items: Water and Drain System. All water and drain systems work properly and do not leak. Appliance Function and Operation. All fixtures and appli- ances have been tested and work properly. Windows, Doors and Drawers. All windows, doors and draw- ers work properly. Egress Windows. One window in each bedroom is desig- nated as a secondary exit to be used in case of emergency. Each exit window is labeled as such with operating instruc- tions. All shipping hardware should be removed, and the window should operate as explained in the window manu- facturer's instructions. Exterior Siding and Trim. There are no gaps, voids, or miss- ing fasteners, and all seams are sealed. Stack Heads and Vent Pipe Flashings on Roof. All stack head or vent pipe flashings are properly attached and sealed. Composition Roof. All shingles are properly attached, none are loose or missing, and all holes are filled. Skirting Ventilation. The skirting around the home has non -closing vents, located at or near each corner as high as possible to cross -ventilate the entire space under the home. The free area of these vents must be equal to at least one - square foot for every 150 square feet of floor area of the home. The vent size must be increased to allow for insect screens, slats, louvers, etc., used over the open vent area. Low -Hanging Trees and Bushes. If there are any low -hang- ing trees or bushes near the home, trim or cut them. Think about the plants' possible movement during windy condi- tions or when covered by snow or ice. Exhaust Fan Operation and Air Flow. Check all exhaust fans for proper operation and air flow. Bottomboard. Carefully inspect the bottom covering of the home for loosening or tears from installation of pipes or wires. Seal openings around the floor perimeter, pipes or pipe hangers and splits or tears with weather -resistant tape. Anchors and Straps. Be sure the correct number of anchors have been installed at the proper angle, and that all straps have been tightened. Interior Details. Inspect for, and correct, all interior finishing details, such as loose molding, carpet seams, etc. The retailers' representative should inspect the home with the homeowner, give the homeowner a copy of the. Home- owner's Manual, and brief the homeowner about, main- taining the home. INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOW- ING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE HOMEOWNER TAKES POSSESSION: INSTALLATION/PLACEMENT: ❑ Alignment/Close-Off DW ❑ Foundation ❑ Level ❑ Tie -Downs UTILITY CONNECTIONS ❑ Fuel ❑ Sewage ❑ Water ❑ Cross -Over Duct ❑ Electric EXTERIOR ❑ Doors ❑ Roof ❑ Windows ❑ Siding/Trim INTERIOR ❑ Ceiling ❑ Paneling ❑ Trim ❑ Floor Covering/Drapes ❑ Electrical Systems/Fixtures ❑ Doors ❑ Cabinets ❑ Plumbing ❑ Furniture ❑ Appliances ❑ Keys ❑ All Manuals ❑ All Warranties 59 Velliquette Ileal Estate 6779 Skyway • Paradise, Ca. '95969 • 91.6-877-8800 James F. Glander Chief Building Inspector County of Butte 7 County Center_ Drive Oroville, CA 95965 Dear Mr. Glander, The undersigned owner of real property, located at A.P. #_�S �1-- has requested our investigation, as to the status of their improvements concerning building permits and/or completion certificates. Please note your comments below here and return in the enclosed envelope. 1p6m7oE w/ L'3tiS��fl zIfir ily), ph 9 IP --3 �yy ignature of Building Date Insp. or Rep. Thank you, Viard Vell' uette Realtor Seller's approval Date ,r PERMIT NUMBER _ B - 1615-73'R :4 P. E k PERMIT EXPIRES Werner Scho OWNER pfer Y } CONTR.- Mobile Home Specialists Paradise 7ti LOCATION (A.P. 57-63-13 rr 125 Jack Pine Way., Magalia a '22 3 t r .t (}E4 E of r _ � _! . _ + _ k 1� s: y �1. s •COUNTY OF BUTTE Department of P 'blic Works BUILDING INSPECTION RECORD 'Zoning Setback v Foundation Fliers & Girders Rgh. Plumbing Bond Beam t- Rein. Steel Gas Piping & Test Framing Plmg. Topout Wtr. Htr,. Furnace Firewall Garage• Vents ELECTRIC GAS Temporary Temporary Final Final DATE REMARKS OR CORRECTIONS a .. %o- y ora �� �,�-� 5? ho��� 4, Forms Fireplace Loth & Plaster c. Found. Vents Rough Elec. Kitchen Vent Sanitation & Water BUILDING Cert. of Occup. Final DATE REMARKS OR CORRECTIONS a .. %o- y ora �� �,�-� 5? ho��� 4, COUNTY OF BUTTE — [�PARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 533-1230, Ext. 259 APPLICATION AND PERMIT auuwrrce representatives of the county of butte to enter upon the above-mentioned property for inspection purposes. Xate J ' Z5— 5' natur11P tee orl!,,Agent Rece' No. C./ White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby.issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS By - Date i — Building Permit Expires Date—?— % BUILDING Owner 44E 24 -- SQ. FT. OCC. BUILDING VALUATION O Mai I ing Address - a�C X D 0 0 Fireplace Con tractorJ;0 —/yd�l �� ��4 z/ S Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Permit Fee $ Building Address S J�C� ®/ �� PLUMBING No. @ FEE PERMIT FILING FEE $2.00 L Each Trap 1.50 s Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. Zoning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone Fire Dept. Sa io Planning Building sewer 5.00 Plans Fees . C. -4.R/w Encroachment Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ OTHER Permit Fee $ $ /y .44U.-fJ If% ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 OT ;477;4chiED 7,0 04C ain service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) USE OF STRUCTURE Singl.e-Family Duplex ❑ Others ❑ Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures 1 120025 Receps., switches & fix outlets I L.20 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: /�D/ylZIC-1101411'��L,/4 411S7"S Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar, disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring License No. - Classification ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ave placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby ssPermit I�sfrumentotionirpn gfarn $0.07/$1000 Evaluation $ TOTAL PERMIT PERMIT FEE $ auuwrrce representatives of the county of butte to enter upon the above-mentioned property for inspection purposes. Xate J ' Z5— 5' natur11P tee orl!,,Agent Rece' No. C./ White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby.issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS By - Date i — Building Permit Expires Date—?— % lv yu V iii ..� /� r�� • ,� ., / Q� r 3W'6yd3Q ONIQ�,I A1NnOD 3 -Lina d � -, n7d '°i `Y.6 eJ[.0 Ad -1167 �-. lei �dj ��X TSG t''r� .�,�.�..r•.--��3-r�..-.--''rte kz zJxv l- , 7 T c� J f = L' r�'/:�1.�1..:l��jjL vim' L,;�.�'lc�- �'i �� _ ," r�►,$', D 00 � � c 70 m M-0 < z m z ,ice �" ,/r.•c� ��>�f.� L ✓�1/j 4,,, 6,14-11—).4S 7'57 `r '14lov o�� a I-----'� �7 , 0 3 A 3T n D R�, PCo Q+aRT NC 5 s o' N 4 C.Y D ; � P+per 9 ±+AVn oR a +s i �Tpma u -U3$a� Q.SNCP °ea o y gym+ °O n 0 030 Zis � 6 4.00• I.OS• 1.84" 0 �p3 w� I �jp 1-08C DC° � L -A- 21. 2=1 - 4•ob- rn n v E / of 6tA 453y..j.Tq 3o7lD^o 3 �oo �o ° 0, 0, Zi 9°5 p� < A �n T j� 93r� s nr n �m9 cr 2 n Aa N 6 m .3 - S- pi 3 p F 0 aDo aS Or c [� `�•-I'�I 9 9rL DOTjf =fir A•t� C iF �W=i-3«p o: 'fl LJ p90: 9� r N +iQ ° S °. ��•�o '' r Tma r`n0 >• u c 7 5 0`� ^a"r . in D i� ['e 9 r�Pf • p 3'� � T �e �c oni'i �i o+. +S �o�n P D TZ n J y �, ^ H n Pi ° 1,6= a�g i ( 4 OP7 dD rj ii.9 1 y'a Kt ➢ o- J t1n A D i pQ O NS is �•9 U100 f +� 9E ;�D a R CA J o m' 9. 3 D R�, PCo Q+aRT NC 5 s o' N 4 C.Y D ; � P+per 9 ±+AVn oR a +s i �Tpma u -U3$a� Q.SNCP °ea o y gym+ °O n 0 030 Zis � 6 4.00• I.OS• 1.84" 0 �p3 w� I �jp 1-08C DC° � L -A- 21. 2=1 - 4•ob- rn n v E of 6tA 453y..j.Tq O 3 �oo �o ° 0, 0, Zi 9°5 p� < A �n T j� 93r� s nr n �m9 cr 2 n Aa N 6 m .3 - S- pi 3 p F 0 aDo aS Or c C..$ Evo oa•d 9 oo 9n 1L� o: 'fl p90: 9� r N +iQ ° S °. •r a _• '' r Tma r`n0 >• u c _ o 5 0`� i�- in : f .. �••� p w l 9 �i �• ) x N P D TZ n J y �, ^ H n i/� r1. OP7 dD rj O NS is �•9 U100 f +� 9E ;�D CA J m' Zi D Ij cp t [ D R�, PCo Q+aRT NC 5 s o' N 4 C.Y D ; � P+per 9 ±+AVn oR a +s i �Tpma u -U3$a� Q.SNCP °ea o y gym+ °O n 0 030 Zis � 6 4.00• I.OS• 1.84" 0 �p3 w� I �jp 1-08C DC° � L -A- 21. 2=1 - 4•ob- rn n v E of O 5 i G a at G 1 a � 1 L¢ D R�, PCo Q+aRT NC 5 s o' N 4 C.Y D ; � P+per 9 ±+AVn oR a +s i �Tpma u -U3$a� Q.SNCP °ea o y gym+ °O n 0 030 Zis � 6 4.00• I.OS• 1.84" 0 �p3 w� I �jp 1-08C DC° � L -A- 21. 2=1 - 4•ob- rn n v 114 wwec //_0jr 19-P PARADISE PINES COMIMUTEE A R C H I TE. N AM F TRACT -PR DATEJ 7 3 APPPOVEED U -Y_ All utility. connections shall Property owner will be responsible located within 4 ft. outside the 11' m n for all dampgr.,s or -inconvenience third section of the mobile hOM resulting from development or _Qutbg left (road) side of the mobs. tmc7ancr of7rop-g7ry prior 'to hoene completion of public facilities. od s**1 DePerHealth stef-0 as to - V, P ufte- c-0 e -S 01 Oaf's an times afla I rtboui C this Set aj� QJS 6v4aw bVi enAr lab at. M I /Pi 0 t Of% the VO Of 8,,Nteratl ft (,ep Changes 1\,%e De ffi aVP, af% f\ irom er4f�jsso WrittenP oi • C° Ouf%W \Nor 0 04k 44M i 'ol V. sw 50 BWC3.Setba line o�erhan9. f�Ojttmo,The e pfO?ev1.Y' tloe foaut the Sid\,kne* be8\4etie cgn��f a a if lie Al - 0 0 0 y-77 1, 0 Sock Neve Lja�'U'04 3 4d107 1425-73B PERMIT NUMBER - B t. P I E PERMIT EXPIRES OWNER W. E. Schopfler Sr. F CONTR• . Jess Wells, Paradise � LOCATION (A.P. 57-63-13 Y. r' l.:t 125 Jack pine Way, -XxxwU3j Magalia /,9-73 •1 i i 1 t r t PERMIT: 57-73 PPE =� SCHOPF'ER, Mit. & MRS. WERNE E., Sr. 125 Jack Pine Way 7 �1�5 ! Magalia (Utilities for mobile home) .. to _ n, r---•��y _ _.7-3 ta/l/C' ij,O `7.) IV e C O C /?Oc/'V ,"6�4 �o�►r i7vc �o.� ', h. COUNTY OF BUTTE DEPARTMENT -OF PUBLIC WORKS 7 County Center Drive y;.;Qroville, California 95965 Telephone: 533-1230, Ext. 259 . r APPLICATION AND PERMIT 677:- M authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 0_ 211- 4.c, 16100-t Date Q k,_73 Signature of Permite�e or Agent Receipt No. / 40Q / -3/ — White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By - Date Building Permit Expires Date BUILDING Owner llyl? /, hi ldvkj4E,R. - �/d �e�' j ;' SO. FT. OCC. BUILDING VALUATION Mailing Address h, ef� Fireplace Contractor// ��4 1{JdQ��, - Total Valuation Mailing Address /! 41, 1,36Y '-x/37 !y%r! rQ�CL Permit Fee Plan Checking Fee &/or Penalty `/4r SiJ %/'4 - Permit Fee $ + Building Address /'� j ��c��/�� p PLUMBING No. @ FEE PERMIT FILING FEE $2.00 .2. O 6 ,/ J�[ 't % 41, et. Each Trap 1.50 i Repair drainage or vent piping 1.50 Water piping 1.50 s(1 Each gas water heater or vent 1.50 A. P. No. ,s 7 ` (e r �� tj Zoning Gas piping system 1 - 5 outlets 1.50 1, _5_6 Each additional outlet .50 Fire Zone Fire Dept. Sanitation Pha_..-�-•--••- Buiiding sewer 5.00 00 Plans � Fees ---W.•C. �� R/W Encroachment Lawn sprinkler system 2.00 NEW ADDITION ❑ OTHER ❑ Permit Fee 0,06 $ /O• UO ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 00 _ Main service incl. 1 meter Additional meters, each 1.00 ` Sub -panel (12 or less) (more than 12) USE OF STRUCTURE Single Family Duplex ❑ Others ❑ Range, dryer or water heater 1.00 n�yC` 6 i Oven, Cook -top or space heater 1.00 Light fixtures al 2 Receps., switches & fix outlets 20025 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: '!' f/ t �{ JfGy Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring License No. 164S-72- Classification ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $//, QQ $ 1 �d MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ElI have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ®I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relatinq to building construction, and hereby $tm ate Fee for Stryng Motion $0.07/$1000 Evaluation Ilnstrumentation F rogra $ TOTAL PERMIT FEE $��, QCT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 0_ 211- 4.c, 16100-t Date Q k,_73 Signature of Permite�e or Agent Receipt No. / 40Q / -3/ — White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By - Date Building Permit Expires Date COUNTY OF BUTTE Department of Pu6llic Works BUILDING INSPECTION RECORD �—'� `� 7� �/�7 �"� el /3 , Zoning Setback Forms Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing ' �JiPf -�73� _, Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final �' fi• -�'7� Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — 'DEPARTMENT OF PUBLIC WORKS 7 County Center Drive; - Oooville, California 95965_ 67 Telephone: 533-1230, Ext. 259 �� APPLICATION AND PERMIT, - ' BUILDING Owner �— s SQ. FT. OCC. BUILDING VALUATION Mailing Address a I aC ' rFireplace Contractor O Valuation Address Q� 4 e stu Fee FeeMailing $ Planng Fee&/or Penalty Permit Fee $ Building Address 12SPERMIT PLUMBING No. @ FEE FILING FEE J$2.00 .2. ® d c ` Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 • f'0 Each gas water heater or vent 1.50 A. P. No. — 61, 3 Zoning ..Z Gas piping system 1 - 5 outlets 1.50 D Each additional outlet 50 Fire Zone Fire Dept. Sanitation f P ing sewer 5.00 S_,00 Plans Fees ✓ W. C. R/W Encroachment Lawn sprinkler system 2.00 NEW Do ADDITION ❑ OTHER ❑ Permit Fee $ /0 0 ELECTRICAL No. @ FEE PERMIT FILING FEE . $3.00 Qd Main service incl. 1 meter pQ Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) USE OF STRUCTURE . Single Family X Duplex ❑ Others ❑ Range, dryer or water heater 1.00 C Oven, Cook -top or space heater 1.00 Light fixtures Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of:)) %/ �• !, 1k. iftmog Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring oai/u :S. 0 D License No. IL -5-%i-- Classification � —JJ_ !�# ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 4aI certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Xhimm Date Signature of Permitee or Agent Or 0.0 6 3 � Receipt No. — White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation s�Permit Fee $ Inl5trumentationtrr-n groo^ion $0.07/$1000 Evaluation $ ' $ TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By—:Date Z— , Building Permit Expires Date -- �, 7 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORK 7 County Center Drive — .0roville, California 95965 "'7v Telephone: 534-4541 APPLICATION AND PERMIT logo BUILDING Own 4'SQ. ' 3CW61P11r:1"_ %&Mailing FT. OCC. BUILDING VALUATION Address Telephone No. " Fireplace Contractor Total Valuation Mailing Address Permit Fee ' Plan Checking Fee &/or Penalty n ! f /> T e hon -N � Permit Fee $ O` Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. — 3 ` Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fee gerW. Sann Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA I Parking Parcel Plan Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Idg. Plans Recd Parcel Approval Plans Approval NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven t 1.00 Water Heater or Space Heater 1.00 Light fixturespal__ lg P,eceps., Eb, switches & fix outlets Zr7(a25 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style f: / �� NSA/` Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ave placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. lecertify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE Od auuwrice representatives of the County of butte to enter upon the above-mentioned property for inspection purposes. �2, X Date -6^ 7 Signaturje of PPeermitee or Agent eceipt No. 11010 9 -� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS BY Date J—, Building permit expir ateV.�.,,� F,5 Building Permit Nu ber.` 5. 2. Owner Name: Residential Construction�irements This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) CO�PLi' W�T� I TE1l�IS Cl3ECD BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Dote. -We will normally accept the folloewing as coat pli ance with the flood elevation regtdrernents® 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). s. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. E Building Permit N ber- Owner Name: 4, n Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. 0 Fire sprinklers are required in this structure. 1:1 The following parcel map requirements shall be met.- i All structures and equipment including overhangs shall be clear of all easements. A setback oCil'SPWi4yi from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. RM 1 1 � 1 BEDROOM DINING ROOMi I I KliCH No.3 13'-6" `� 12' ) �---- - - ANTR J r 01 -_---- -- CADfDPAI THRD-NT ® Rol lp FG70- LIVING ROOM MASTER BEDROOM BEDROOM' No. 9 96. N0 23 T2 3BEDR®QNI =1314BATHS - CATHEDRAL THHU-OUT (9,456 SQ.FT.) in P239CTI5626 c w"77 Ztl,: Y , 29. DEN 93'-4" Owner's Name: ROTUEY, LARRY 2 . Assessor's Parcel Number: 3 . Installer's Name: 4 , is the site currenfly under permit? 5 . Is the site an exis ling site: 065-410-013 Yes [ ] No [X] Permit No. Yes [ X ] No [ ] 6 . What is the electrical rating of the mobilehome? 7 , what is the mobilehome site circuit breaker rating? 8 . What is the electrical rating of the mobilehome site? 9 . is the main service remote from the mobilehome site? the rating? Amperes. (if yes, furnish two plot plans). 100 Amperes. 100 Amperes. 200 Amperes. Yes [ ] No [ X ] If itis, what is 10 . is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage, etc.)? Yes No [ X ] if yes, please identify the load and size: a) The mobilehome site: Load - Amperes - b) The main service: V Load - 1 11 . Type of gas ser Ace at mobilehome site: Amperes - Natural [ ] Propane [X] None [ ] 12 . Size of gas pipe at the mobilehome site from the meter or tank: 3/4" inches. 13 . What is the gas pipe length from the meter or tank to the mobilehome? — [30] (ft.) 14 What is the mobilehome gas demand? BTU.* *(This information is not required if the pipe length is"Ie's'§ than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PEgMMA_PPLICATIONN1 y U'R I L Wu BUILDING DEPArm"ITMENT F� 1�" Year: Manufacture faYe Mobiiehome Manufacturer: SKYLINE Manua 2�9Ye If other than singly wide, furnish Setup Model Number: CT Width: 26' (ft.) Ungth: _56' (ft.) Tagalong or Expando Size (ft.) x (ft.) or, all mobilehonmes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. Other: ETDS FOOTINGS: Wood pressure treated or foundation grade [ ] SUPp TS: Concrete block [X] Other: Provide Tie Down Specifications for all Mobilehomesa Line 1 Line 2 Line 2 Line 1 Pier Footings Sizes and Location MULTI -WIDE SINGLE WIDE lane 1 Line 2 Line 2 Line 3 Line 2 Line 2 Line 1 Line 1 Piers: Line 1 Openings: Mize minimum: % Size minimum: [24] x [24] Spacing maximum: '+ Each side of openings From ends-maximUn: with width over: 4' 0" Line 2 Piers: Line 4 Piers: 24 x 24 Size minimum: L Size lrlinimum: " 7+ 0" Spacing Spacing maximum: maximum: " From ends-maxinxum: 2+ 0" From ends -maximum: Line 3 Roof Loads: ' '' 0, Size minimum: 24X24 24X24' 24X24 24X24 Location (from recur):. 1T4" 34'4" 50'6" 56'0" Line 5 Roof Loads Size minimum: Location (from rear): OVER D934CTR 30# STD FNDTN (13 Cl GLS 0 cl> era 9 FyLr, , 414 9321 VOL SSC, 355 IU_ 51 PG 6-72P GO I=> CIA 30110ENTERLINE SUPPORT REQUIREMENTS �vnl DRAYM BY T VAN THIS SHEET IS TO BE WSERTED WITH SUPPLEMENT TO FIELD INSTALLATION MANUAL FOR 7, -- VAR.: uIllilzim [To WM%—TG—!T"j fLOCR VM 0J/ 012m blinT, I DESCRN- 301 ROOF ZONE SNOW LOAD. SEE ABOVE PRINT FOR LOAD REQUIREMENTS AND LOCATIONS. 301 ROOF 1 IPTION U- vrm DRAWNY UMUff -5-626-3CK-1 3/48—CAIH —T F7 f 77 4. '00019141041� " I - I .1. i I I - . I �- ___ - - _ [I I � ,_ � .- .,. 1_1_., ____ _ , I � , 1 i it 11 I I 1- I � - _.. � ..... ... - __ _ - I , -, I . "I , I I , � I , , , ,, .1 __ __.____._ __L..__..1 ... ..... � . 1______.___ .... .... _�,__ ___ - 1.11.1-11 ,- 1 7 � I � � . t __-____�_'____ __11 _ ___ . � I . . I . I . . I � I � :!_-11� / I . . I I I �. . I I . I . I . . I I . . . _?� . . I I I . I . . . I . I I I I - � I I I I I . . I I � I . I . � . I - . . I I I I anurmw ___ _____ I . I � � . I I .. 11 - I . I I I .1 11, I .1 - 11. 11 . I 11, . I I I I . . I I I - I � � I . � . I I I I I 11. � ..... i Iiiiii, I i i , = -iililillillill�ililill 11 -=-,-,-- Mwomm- __ � , I ______ - i I I 1111111111111111 I 11 iiiiiii�---.----- . - �)_ 1-11. 1_____________._1_1_.__... .� . I . I . I I I I __ ---------- � . ______ .__ ------- __ � ------ -- � - . - 1 . . 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I I r � , & i2w O.C. Field �. 618"o X low A.9, at W - o- W.;. � - , r 8d's (Gtov-) 0 O" 04 .1. . Lumber, 00 V W (See Press..Treated Umber Not") r 11 I r qvme yploal Cho$$,iII SUpp r I 0 . . od at 6"O.C. r W12*x2"x3me%we$hst i 518"0 X I O" Xb. & : 7:- . ' " � 40 - I � i . -. It I "I .. I I - � . . i � . r r 1. FOUR flon Ready Units . I orts - r I I I ______ . i , * 41 - , . (Studs at 16 a.*.) I . D" .2x4 RT. iL Vic 2N 3/16" ' I � I . . If r , I I r I � � I I I . I . - . .. ..... - washlq� - - - ,r ._ � - __%_ ,.I.. .", I . f � . . ... I I X I Must Hap pjers laced . I - , See Detalls . 11 � I . . I . I .. .... I cong-stom-walopt,H68 i , . .. � I a I 0. �. It .., ffir I Mr , I I --- . . :r I . . . I . � - I . , . .. V J1 I I � I i � , I - � �, `....-.1-.._. _ .... .. ...,.. ...]. - .,�', � * I � . . - . - awwan I I 4. I � r Nots. . -1 - %. , I. . . I r within a -o of r I . r ! . � 12 . I t 1. ..,., .� 4 ,Pjr r . � . ., *I-.- . r I r' ft W Is � . . I I i -,-�. . !___4 : I . . .4 . 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Per Each 150 1 1 rL .� I � I I r L I .L1 . . - I , i � L r , r . . L I , I I r *L0 I I . . . . . I I (offset M41Y Or Ilay Not . L . r I r (,QX.) 41 . L . . A Q . . . . L . I . I I I I I � 'S .... - at - '. 0SURE I 1: Chart Fair Number Of Bolts . r G!.O . 8 -Of Underfloor . . : L . . I 0.0 (0ffIIl$tL May Or May N q Ft: L SIDEWA LL CL PTION , ir' Roq1d. WoM Endwall Occiur Dsponding On Model) . . . I Area . r I MAI" I - � � I I olay"Jus" ,JM.J,Jw 0- 1, g". . . . � I . . I r . � Ocourr Depending On Model) I I L . I . . . . . ;.. . I . . I i . . . I . . I I I i . .:, . . . I I .. L L I .. . r. . . L I ! .. -nAA4 * . r 11 .... I . . I I . L .L . � I r I I . I I L .. I I r . r I . I L. 11 . � � .- __ - .r .. _.____,L .r i - L 1. . I I I . . L . -1 - - - __ . I . I . . � - I or&,..* I � . . I . r I . I . . I . I r . . . '' p ,� . - , .,__ r I r . . . I I r 1. I I r L ! . . r I I . � . . r , L . Fvu .611o" Pla Is For Ai . � 11 . . .1 FHORI?MTALLIMr$IDINGISTOBBLINS�t=M I . . . I I I - . 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I . � 41 I GOMMONWIN W1, L . . __ - - _��, - 1* .. . , I 1, m '' - '121mew __ � I . - . ' - __, I � . I . I r FaKIATION WALL. . , I r I , L . L 11 I I - I Ready .L , . L - , ,,Alt. LiAVI61 - ;�::A . 1. . ... LLLL I . r L . r I L I . I . N;T. S. L I I l I I L . L I I I � ad 61, ro4z I I �� . frid. . L I . r L - -, , - .:, ,,,r,. . .L . I I . I . . . 11 r I AN - ___ I r ___ - . . . ___._1 I - - I � . . . I r I . �, . _. ___ I - r r . 11101110M.I.M�o, . I . __ ___ r r . I 11 I " r i I'll, � ____________ I I I 1. � . I . . L .. r - All 91 leo�t . . I -chosoll. I . " -OVER . Iiiiii,Y.6'. � .11 .. I .X . L . . I . r � r . L r' , L - . 0 I I r � . I . - T �&L hWaD.Hows, Ito '.,,* . .. LL 11 11 . _. .. . . 01 L . I . I L . I . r. I .. . ,� . . I I - . . 6 . . 11 L . Feld InW 7116' (W.I. .. L . I . L - -_ I �� . * -� .. - -.1 . - . � . . ' r I End Wall Anchor Bolts for Wind Loading I 11 L . L . r . : . Hardboam or flardipwirtel, I 11 I - . L r . . 11 - 50-"M IN -L 9NaK SIRMTH � .. " * '.& . * r . I I I i Not .. L L, . .. a it 4 . Pjlii�� . I I . L I L r L L L . L I . L . ., I .. LL I I * I Too Valo'Noll W/164 of 104 ORL'. ': 80: r. - &I a.g. . I I L I 1. r � L I ._.& .1 I . . I .. I I r I Opt. 3/8"INn.) APA Rated I �oywoII-2x4,s-QIG"04 - INS= FACE OF S=S � r . rKot'llill Vr 0 W14J -d I L . r. I ** PRE EATED I So MPH EXP. C and Roof Stnowloads I r . I r" L. .. I r , ,vm r . . . i . . I . ; O.C. . I I I . � . . . I r . . L L . I r Ply . Sheathing I . I I 11,M�.Y.M,1V . We: MaI4.) 404" . .. � .. L I .. .. 4 r �. r . . I L I 'Ridge Boom Lods And Distances To 8 � . .. I It a 4 ST. ;10 PAN, I . . ,�OR... . 1 v/sVo x low A.e. & - I.,. .. . . .L Less Than 35 PSF r 'r . I I I I ' I . . . upport Locations Are Obtained Fram I r � NallMd's 0 40, 0.6. Edges.."" -' Collov Vsm Wall$ All, iMO. I . . . .. /. , . . 2 x 4 Pressure 1keated ftundation Ort Lumber 0.40*# ,i �Jo,Q' W L % ' - . 'T%`.,0TV%TkTrA &VnVft1,'1&& i 12 -.**Z �iq . . I 0 1 . ,. . L . IrkA. - 1118�. .�.&.dlft A : . r 11 r . LL - --f : 0 , . . . . I L . I ., LUMBER NOTES e4L r _, e UADM^A' 10 . I I � . . ., � I . . . . � � I � " Vojta milles; Qpulv f4l-T, � I � . � I . I . -M� 1�-- 11 %�t.95W,;� _ _IP4..., . a I . I I I � . . NP Well" it 9 I . 618-0 X 10- A.B. K-- . ' * ' * . I r I � I I r r � . � L r � I : . r . r "'khor whelk W:,% - T. - wall , ,-.-.,,*,, (See PrI114% TM10d LuMbOr Notoo)(Studs at 16 o.c.) r r . . . I I I I 1. APA PAUD SMA MO 20 ' i "a" End . I Length No. of 518" diam. x 10`1 A.B. I r I I _. __ � . . . . V i�"%( I c i ... I , . I I � I r . I I A-014464"Pow"Wwwwo- '. _.. 2*x rx 311§" Wnfier . . . . . . . . W. I NA.% W/ 6..d j� 0. i An he, Bolt , , 12 1 . -h� . . I or Is r I . I r . . see Aftbaelloft Chan ' .1 ; t ;.1 . 14 Mr. I I r I , r L . . r 4" C. : chan For ; " I. � . . Where lumber Is out after trealm"t, the Cut r � I of Home W/2!' x r x3fiVI Wash r . I � r. . . I I . . � . . . . i� : , .. , I!. r I . RIDGE BEA � , r . I'll - ALL CONTACTS. : Nwnber 8�31t' .. - : . . . � I surface shall be brush -coated with not lost I I � I � . I - _____ _ - - SUPPORT-,_ - --- - . N -----.--. _,_ r -_ - �r . : I For No. Of Bolto I AT t a, � . - - At .. � . . . ... I . . 77 . . . . , . I . thOrl 3 Percent 8014600 Of the same preverv- r � r I . I : 'Ir 1. i REAR r . F E 0 C r a k r F'O'T M r . . Reti'd. , I '.: . . . . . . .. .. r r . r . . .1 .1 ....... 1. I . . . I 0 . I I � . . � I � 140 - 6 . I I . - - I � . r r I I do" wwwom.we"t" off.wwwwwtww� 000".0001" . . � Jkk: , r , . . . " I hillot Ved.01 48"AC.(Whitri 110,11. I .. 11 I . . ativaused In the original treatment-, or shall he � . _7 r I r � � I . I 11 . I . I � . DI$T. . vi 2" of I 80114M at , . I . 4 Used) . . . . I so 7 . I r . . I . I . � 1 I I I r I r' I - I I I lthl. $total Aa M1101 " 4 Robot Wt. � I . 60 r � I . I , .......aftomwatt, ow".00� rltrl�t�So� . � I I I . I fleld treated In conformance with AWPA wandow 1 9 RIDGE BEAM SUPPORT . I � I I all r , W.I* WW 1&. . I I . � M4-;80 using a 5% 601006 Of pentoohloropherlole 'r r r � - 70 10 � . . . I ' r. . 1�1 I . ____r__ � -- . � I . 11 . �. LOAD Bro., Pro"ure I . I . orsoll w104, at 4 OZ I � . � . I I . i I I . I I . � I I te containing a Min. at 4 20/9 . FOOTING Size r I . I I ,�_�,"�,, � So$ Role 661 r � � I I . . �: , , " I � I � so 1 12 1 � I . . I . I I . . I I S ,,,,,, �" , �_ �_,,_, ... ..... _ ___ , . r . r � ' . .r - . 7-- . _____ . . ------- . - ft" I Mo- 0 . Wft"hwww" .wWaVA."M - I— . moboom%" I . , , I , - I - -- ,.. - A- - _FT0. r I I - . I . � . I __ . �4F - I I M%Mft I . . . . r Copper metal; a 39/o solution,of ACAO CCA acting a r . I ot -", §`Ntft N, � --READY OPTION I I .:, I I .1 - __ ______J I I I J r . . TANDARD'7"', �"FWNDAP ';__.� I BACKF14' FOUNDATION s . types A, 9 or Cit or a 5% solution of FICAP or r REAR I ±1� � � � . , L , K � I H , 8 , FRONT I I I :1 . . 1 --- P. $I&- . : ; -.-.W-.P- r - r I � ,��,,�,�', r - � ACCII I * Mm Spacing of Anchor Bolts Is 61 - V O.C. LOAO - , ______ _ �11-0� r � ftttwttt� I � � . . : it or croosots In conformance with AWPA . I - . r � . � I I � I I 1000 � 1500. . I . . .. I � I I � DIST * . . . . . . . � - I . staridard M4-80 paragraph 1.511. r r . - - � . . 4WftwwwVwwwtw I - I_-, wwwwwVwt . . ___ __ .- . . I I r I . . r r � End Wall Anchor Bolts for Roof Snowloads . -,-_Io I r* ---*I- --T'-- J I . , . .. r . I r I . . : I . . .;-.,.... . . . � . I � � r I I 1 .20 x 24 , 1.2 X24" . '. , r I , r . . I I I . LOAD, I 1. . � .� � I I . r r . r, . I ... ....... 1VTttwp_ -_ - - � � 9 - - - - - - ______ - � ,r r I r .1 . I I . r I r . Over 36 PSF and to. so PSF Max . - 31 0-0 _0 - - � _V �__ r . _____ -1.1111.1 I I I I r I . .. � I . . I � � ____ - - I �. 4 12.4 SCIO _tq x 24 . � I , r .-T('. I * . . � I � 14141102 effort*$ Siding ---v---., I r .1 r Floor Mail, . . . . I � I � . � . , � r . r � . . V4"^ -W V'W* . ,r r . - - - I . . . I I . I � - I I I s vko. "I I I r r Fast4ners shall be stainless steel or hot -dipped ""`2��Jf I �X X�24 floor Joist . I r t3 2 jo -n r "_wVwttw . --- ----- - I I I * 1. r 04, . I . galvanized. Not -dipped zlWcoatod wilt shall Length No. of 61V' diarn. x 10" A.B. _511-0-00 _ - ------- ff- . I r . I I . I . 2 Par r 4 . � r I . � . . . I ., --- I I L I - 94`Via_6__w 9_4 - . I r � 'r woo *11M � . . I . . . I . I I . . . ofHome , W12!l x 2" x3116" Washer * . 61000 � . $66 Role flitlow � be r coated after manufacture to their final forms I . __ oo --,-- _�_Scl- I . . I 1, - ., r . r 1 28" r " r ---- 1-4 ____ - . � . I I . . . I r . . . . I . 'I 000 r . r I I --TO Dr. - I . ... I I � p 11 . I � I x36 D,I I � r ;t 5 1 � . . � � � . I 84 at 4"0 , 4- 2 4 Wit at LO"O.C. Attagh to r(w I ,,Jl __ r' 11 . r - - -_ - I W_ f-4-0- 11;�� ,L�Lw F_____1I -_ 7 1 r It � . - I kle - Ist 6 Dist 4 1 . Dist. 2 Dist I . ad 61 IN- . ?AD I I 8)000 - W , , . '_ r ' r r , . . Q$t I . il Member. wf2 CIO U.S. - 6 Min. I .1 - . I r- 9 - 41 0 r I I I . ' I . I IN IMM SHE�AT]k , r, P 9 � 4,4017 so r __ -6- . r6ld 1111AII W116- IM6 .I, . 099) IIA12 40 X __ -24 _X 32 .. I . r I ATAuwaDHomwbvn W I I I Including pointingi, heading, threading or ,r ,r _L� 24" Q' ;� 0i twisting, as applicable. Electrogolvanized or - tX . - r I f7 ., . � (.M 11) ;I - . Mechanically plated nails or staples, an . , -11Q, - I ''.. 91000 ;%:$q6_ Ix 6 I r F I r�s . . . . L r � . . " .16 1. I .. I d hot - . � ... ,,f, r 3 I � I I HoidboWar Haftoplon ,,a,- 4 �Jt�tjl W/?,.A so I= . T !-�q 3" 0 I rk6fll: I I � .. 1. 2 a 4 lop "to v.s. INSIDE.17AC13 OV SMS OR r , t4j " I I � 60 .1 X .� 10,000 361`k4t)" _J I �, I 8� � . . I Opt- 318* INK) APA RaglaWd I PoAywoII-2&4-* at 16 0 O.C. r I r . 1 1,;,, -r W 0-f-11. At Alor,s. ' � I . I I dippod zinc -coated staples shall not be . __ __ ____ __�___9-1 -e- - le ____D � . . . � . I I - PIYIWO. �r ' .'.1 � � 7n 01-1 . . . . . . . Phewd Sh . AK fliiv.Ne lie #F. 1419 J .0" it UA . 0"'de-t4- . 1 1,36 x44 I ,to I 2 a 4 RT. Ol Plate L)1NLJr4m.&T -It= nXf=UVK . .. i % I � . . � - - . - I . . � 'i 94 ^& , � permitted. ,Staples; where permitted under - I . UVV 30 X36 . I I . I I . N1W W18j's 0 4- O.C. Edgeoi . PJ% t4AW.) 0, 40 *,", 11 . ' 1, 1-11A - - � I I . I . � � s..r4port, shall be stainless steel type 1 .80 - I I 1, I g ------ - - . , - "Hitch � . . Coot. Stem Wall, Alt. 110, , HA�"'BOARD SIDING- � , . thl ' s 304 , -_ I il & 12- 0.0. Field Z:Z:�� . -4 . . WITH 3/80 ,5 IFX# - 11 *3 x 4 Pressuro Treated Foundation.0t Uinber,o I - L000- Dist 12 Dist, If Dist 10 JDist.9 Wist 8 � 64i,41014 . I 0 � I : � 321 �06 � $�� T-1 End I I 1. : � 6/8*0 x 10,'A 8 & '1- - I . 16 l'oboi Coaf,(Whsn KC.0 I I . I I , - ..4o* # � ; I . . . . 2"X 3110" vvfther� - 9 - . . T �L r 'K I J � ,;4, and 316 as defined by the AISI classification. I _._ , , I 1. APAR-AT-ODSHEATHN62410, � sssr-rMV"^ I *M � I , , � V�47* -f !15- . "� � � I . ..1. � rX . , 44) . I W. 1. NAIL W/ 6d @ 411 O.0 Aql1of-04'r See 'Press. Treated Lumber Notes)(Studs at 16 o.a.) � . � =Spaclng of Anchor Batts, is W - WO.C. I : � . I *-- --- rli r*1 , - f" Jf_"___ ___.__ I ..''i � " I See Anchor Bali chat! : 41- I I . I � . . I I I I I 0 ; . . . � . .W�-CT-- Mb � 8 . I I .. " of... *,-. , . 4 KW tof � I - . .. 11 sawo r. , . . � HOWS OVER 6011N LENGTH WITH A ROOF L - ' I I . - * v For No. of 06fts:: .. 'It `II AT ALL C6NTAC T -S. 90"Ar Or :-i... .. I , . . I I . . I .1 � I � RAWd. - , - ., * I . . . . - .:. , . . . . , . . --- .. . , o! ;4 . ! 4. . W* �Op. I I . . . . I SNOW LOADING OVER 35 PSF REQUHtE I I . I I I I i � . , ' I .. . . � I . � I . I I . I . . I � I . NQW I . 1. . 14 1111* 9 48"?A. . . . I . . � I I : (Wh . . I I I . I 1 3 x 6 P.T. SILL PLATES . I I I I I I I . I . I ,6 illrel v -----y . _ . I I 1 3 x 4 air , � . I I 11 1 C41 20 off volloth at Calif. , 1_4?� : , floilarcon . )$t4 I . . I I � J to I I . I . I � I I . . I . I I � . � Sidi" " IA01011 �, flor #I Wood T14 . _. . 4 I � . I . I I . � I . I I I ,, lw-wmaog�kw � . . ___ ------- - _ � -------- 1.� I 1.1ow- - � . 1. . . . I I , . . .. . � I 11 . 11 I. I � . .. I I I "I ; W __ - . - . I I . . . . � . I flortall 4184 of 4 04. . 1. � I . . � . . I I I � � � I I � - � - - -_ __ . , -_ ___ __ -_ 1, , , � "'.1-1 ,I 1'� , --- - �. - � --- _. . , I .. I Oto qfl�!f ) I . � I I I I . , iwkwolmom 1, a - � - _____ _. - I 1-w1V0w_____ � I I .1 .- . . . . . . � � , 1 � . . I I I I I . I I I . I I . I I . I . , STANDARD NON FOUNDATION -READY OPTION BACK"FILL NOWFOUNDATION -READY OPTION I . I . . � . I I � I . I I 1. I I . � I I � . � � I I �, I I . I I . . . � I I I - . . � � . I � . . I I I I I I . . I � I I . � . I I � I . I 11 . . . I I I I I I I I . I �, I I I I � . I . I . .. . I � . I . I I . . . I . . I � I I I I . . � . . IV .. I . . 1. � � I - . I I . . . . I I I .. I 1. I . % I . � - - 0 I I . 0, a " .. � . I I � . I . . 11 I __ . , � FAs1bo Exiorloishfto . I � . - . 1. C"' F r� T I () rM r - r ' 1, C Kip" UIA I I � J'% 0 1^ Owft . & ft I I . . % . � I I . I I __111% . � . . , . I �: I . I . .". I . I . . � I . I � I . I 001.1 Is WM am am . , , � , ,,,,,, V L.VQU.rxr. vr, 1 IVIN01. .1 I . I . I I � k � I I . I . I . I . I I I 11 I . . I . � . . . -14.1 I'M" I I � Flahl Ins4li Z II W-. See * - - I I I . I . I � . � I I I . I . . . I . . . � I .. I I I I I : . � . . I 1 I I I A . mt.s, � . cla I I . � I ". ., I . ___ - _ -1 ., I . 11 .1 � , .. I . . . 94t:41111111 _____1, , I I I , 1. � t - 11 11 M___ __ � . I . . . , . . I . I � . I � I � : r pww.) see tioto sotow I --;r- . . . I I � I- I . I . I . ;1 � __11-1 . I W . - � 1.0 - ..� . . .1 . _____ . I I , I I . �- . . I : 6 :1 .. I � I 11, . I 11 e -C I - I .. ____ _ - - __________ i � I I Min . - ------- ____... _ - I � . __.__� __ - M _ _ _____._ _ . � � j , � , I I . . . I . . � - - . . . I , . ,,,,,,,, woollall an 0OW48 I �_ n. ; e . . . I I � . - -------I------- _____ I . . I . t, . . I . . . . . . � I � � . . . I . . . . I . I Flelilosial closturei 114:-�701. . .� I? a . I I I . � . Z I 4' 1 I .. I I I . , . - - -_ . � I , 1 . I I ,� .1 � � . . 1. . I . . . . . � I . . . .1 . . I . I I r � I N i � . 4 . . . I . ,' .1 . I I . .1, ____ 1. I 11"Wil. 6XIS" SwIng , . I . '. I i! , . See . 31dewall Closure . ; . . , 11 1. I � . . I � I I . 17- . ,� I � � I � . I SEWRAL. N - ,. .. . � . . . . . . . . . . . .1 � ,# � .. , . . I I . � � I __. -1�% .. I I r I - . _ , � . -- � . � "I'll, ------- I ,.1? ._... .- . . I . . 11 . _� I . � I �, I .. I I I I I I ;1 � . . . . I : . � .. 1* - . I I '1�4;d coot. 11 I � . I I . , . . . 121 _ . I., . . ..' . I � V or Levolift I "'*- 2i Olklo � _0TEQ .. ,,&-�tg 37i . . . . . . . . . ,1;, _ _ I � V stall . __,.0W8dg" f 9 - TYR,' �� I __ - Sia�n TP49 4w Equal . . 21" Min. .-� or. - . �� 11 I ,. I I I � I . I � I I I i _� I I . . q I Z "' - . I I : I � . in 7 1 .. � . I I ,. I � � . I i . � I L THIS FOUNDATION PLA IS -DESIGNED TO BE Ukt) � . " .*-- Z.....",..- I 1, - __ I I I � N �7,:��!, ,� * . ., . - - I 1. - I at Eich Anchor botil I 40P ex. . eitexte "A'90A.-Motal korl-T' ......., - I . , , 1- 1, I �� � �� . . 31 . . I I MODUMOME *V -G 5*10 x top xe at -re' 0 I I � I a * Z rtft.r . I � 11 : � 11 � I I "I'll I WITI1 MFG'D. HOMEI. . - - - I I . . Y, �� FOUNDMIONSYSTM - . I I � 1) " Ae 310", I . . . � . I . ' Lovidlorl *4 Vert. of WOA4- vVt , . � I % 12NO A36", P.T.4iod Pod 16.46 69"No - %ow'-.11we I 1� " . I "I.. a". Pail , , 1, MAKE: . � ,�. I I � HEALTH AND SAFETY C0DE,*SWn0N 18551 � , , I � r . q 11 Vito .0"purmt(fr4yalMay"Bid `_ , . I . . . Fill". M . I . � � I I * . I . . 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B"ring Patio No GMV$l Roquiriod-fto lei I A .,�. � W4VW 0 " ps R W, �' � __ _. � - � �', �1 `,� , , 11 � ,�,� I I :_,,, �" 'V411 I I , �- �-_��K OF.LIVIEL�IftAft � J-,', ".-MMU r� i' `.Q�.20%.:' U7 ;�v I .." .. - . I I 1 1111121, 11 ; ; , I %FrVW _.%�_ %%_.W%."0V,.A- _11 I . I .. ..W * , , 11 . , e I I �'� - I -, �� , �,71111 - � -1 � .1 I I � - _ . . --4- -j.-ijr . I � NOTE: . . I -_ __ 11 � �_� �, I I 11 I L � `L- " � ,- .. : , FLOOR LIVE tLOAI).. .. ___. I � .6 - .1 . � . ' � . I . U01011 This alloot) I . - .4!t, .,-. '4_1 Li, I: --1S1;.:. .4.. r I ��, o I . I � "W _____ * - I ,:_. AMOVALIDOESNOTAWHORMORAFISMAW 4, ..'I �."e.*e . N, I t 9 all# . �r. I . . � �� * * * * * % -.1- 2i- . �� I .1 *4 Rob I . I � � � 1. I � . I I . - �� . I � ______ I I I . � � WIND LOAM " Cut r off iottOnll Of UstIfIgAicting and -iV - --- �- - � a cont 1210 . I � I , 11 � I - r - A, I . . . . I " � � . I - ... 5 I CUM" OR DINIMON FROM Auquamm or , . 0 1 � 1. . 11 � I . � , . - I . . I . 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